¶ 建築物混凝土結構設計規範｜112年版・含113年勘誤｜解說之參考文獻（1／3）
發布機關：內政部
版本：112年8月10日台內營字第1120809921號令修正發布，113年1月1日生效；113年2月19日內授國建管字第1130800784號函勘誤。
文件性質：設計規範及解說（含113年勘誤）
官方來源：內政部主管法規共用系統 ｜ 國土管理署發布頁
查核日期：2026年8月28日。
版本：112年8月10日台內營字第1120809921號令修正發布，113年1月1日生效；113年2月19日內授國建管字第1130800784號函勘誤。
文件性質：設計規範及解說（含113年勘誤）
官方來源：內政部主管法規共用系統 ｜ 國土管理署發布頁
查核日期：2026年8月28日。
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原檔文字（公式與圖表請對照上方原版面）
解說之參考文獻 解說之參考文獻 解說所引用之ACI委員會著作與其他組織出版著作，首先依著作編號、出版年份及完整標題羅列， 而後將作者著作依據其字母順序進行排列如後。 American Association of State Highway and Transportation Officials (AASHTO) LRFDCONS-3-2010—LRFD Bridge Construction Specifications, Third Edition LRFDCONS-4-2017—LRFD Bridge Construction Specifications, Fourth Edition LRFDUS-6-2012—LRFD Bridge Design Specifications, Sixth Edition LRFDUS-8-2017—LRFD Bridge Design Specifications, Eighth Edition American Concrete Institute (ACI) 117-10—Specification for Tolerances for Concrete Construction and Materials 201.2R-08—Guide to Durable Concrete 209R-92(08)—Prediction of Creep, Shrinkage, and Temperature Effects in Concrete Structures 211.1-91(09)—Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete 213R-03—Guide for Structural Lightweight-Aggregate Concrete 213R-14—Guide for Structural Lightweight-Aggregate Concrete 214R-11—Guide to Evaluation of Strength Test Results of Concrete 214.4R-10—Guide for Obtaining Cores and Interpreting Compressive Strength Results 215R-92(97)—Considerations for Design of Concrete Structures Subjected to Fatigue Loading 216.1-07—Code Requirements for Determining Fire Resistance of Concrete and Masonry Construction Assemblies 222R-01—Protection of Metals in Concrete against Corrosion 223R-10—Guide for the Use of Shrinkage-Compensating Concrete 224R-01(08)—Control of Cracking in Concrete Structures 228.1R-03—In-Place Methods to Estimate Concrete Strength 232.2R-18—Report on the Use of Fly Ash in Concrete 233R-03—Slag Cement in Concrete and Mortar 234R-06—Guide for the Use of Silica Fume in Concrete 237R-07—Self-Consolidating Concrete 301-10—Specifications for Structural Concrete 301-16—Specifications for Structural Concrete 304R-00(09)—Guide for Measuring, Mixing, Transporting, and Placing Concrete 305R-10—Guide to Hot Weather Concreting 305.1-06—Specification for Hot Weather Concreting 306R-10—Guide to Cold Weather Concreting 306.1-90(02)—Standard Specification for Cold Weather Concreting R-1
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解說之參考文獻 307-08—Code Requirements for Reinforced Concrete Chimneys (ACI 307-08) and Commentary 308R-01(08)—Guide to Curing Concrete 309R-05—Guide for Consolidation of Concrete 311.4R-05—Guide for Concrete Inspection 311.6-09—Specification for Ready Mixed Concrete Testing Services 313-97—Standard Practice for Design and Construction of Concrete Silos and Stacking Tubes for Storing Granular Materials 318-63—Commentary on Building Code Requirements for Reinforced Concrete 318-11—Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary 318-14—Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary 318-19—Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary 318.2-14—Building Code Requirements for Concrete Thin Shells (ACI 318.2-14) and Commentary 332-14—Requirements for Residential Concrete Construction (ACI 332-14) and Commentary 334.1R-92(02)—Concrete Shell Structures – Practice and Commentary 334.2R-91—Reinforced Concrete Cooling Tower Shells –Practice and Commentary 336.2R-88—Suggested Analysis and Design Procedures for Combined Footings and Mats 336.3R-93(06)—Design and Construction of Drilled Piers 347-04—Guide to Formwork for Concrete 347.2R-05—Guide for Shoring/Reshoring of Concrete Multistory Buildings 349-06—Code Requirements for Nuclear Safety-Related Concrete Structures (ACI 349-06) and Commentary 349-13—Code Requirements for Nuclear Safety-Related Concrete Structures (ACI 349-13) and Commentary 350-06—Code Requirements for Environmental Engineering Concrete Structures (ACI 350-06) and Commentary 352R-02—Recommendations for Design of Beam-Column Connections in Monolithic Reinforced Concrete Structures 352.1R-11—Guide for Design of Slab-Column Connections in Monolithic Concrete Structures 355.2-07—Qualifications of Post Installed Mechanical Anchors in Concrete and Commentary 355.2-19—Qualifications of Post Installed Mechanical Anchors in Concrete and Commentary 355.4-11—Qualification of Post-Installed Adhesive Anchors in Concrete (ACI 355.4-11) and Commentary 359-13—Code for Concrete Containments 360R-10—Guide to Design of Slabs-on-Ground 362.1R-97(02)—Guide for the Design of Durable Parking Structures 363R-10—Report on High-Strength Concrete 369.1-17—Standard Requirements for Seismic Evaluation and Retrofit of Existing Concrete Buildings (ACI 369.1-17) and Commentary 372R-13—Guide to Design and Construction of Circular Wire- and Strand-Wrapped Prestressed Concrete Structures 374.1-05—Acceptance Criteria for Moment Frames Based on Structural Testing and Commentary R-2
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解說之參考文獻 374.3R-16—Guide to Nonlinear Modeling Parameters for Earthquake-Resistant Structures 408R-03(12)—Bond and Development of Straight Reinforcing Bars in Tension 408.1R-90—Suggested Development, Splice, and Standard Hook Provisions for Deformed Bars in Tension 408.2R-12—Report on Bond of Steel Reinforcing Bars Under Cyclic Loads 421.1R-08—Guide to Shear Reinforcement for Slabs 423.3R-05—Recommendations for Concrete Members Prestressed with Unbonded Tendons 423.7-14—Specification for Unbonded Single-Strand Tendon Materials 423.10R-16—Guide to Estimating Prestress Losses 435R-95(00)—Control of Deflection in Concrete Structures 435.5R-73(89)—Deflections of Continuous Concrete Beams 437.1R-07—Load Tests of Concrete Structures: Methods, Magnitude, Protocols, and Acceptance Criteria 435.2-13—Code Requirements for Load Testing of Existing Concrete Structures and Commentary 440.1R-06—Guide for the Design and Construction of Structural Concrete Reinforced with FRP Bars 440.2R-08—Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures 445R-99(09)—Recent Approaches to Shear Design of Structural Concrete 506R-16—Guide to Shotcrete 506.2R-13—Specification for Shotcrete 506.4R-94(04)—Guide for the Evaluation of Shotcrete 543R-00—Guide to Design, Manufacture, and Installation of Concrete Piles 544.3R-08—Guide for Specifying, Proportioning, and Production of Fiber-Reinforced Concrete 550.3-13—Design Specification for Unbonded Post-Tensioned Precast Concrete Special Moment Frames Satisfying ACI 374.1 (ACI 550.3-13) and Commentary 550.4-18—Qualification of Precast Concrete Diaphragm Connections and Reinforcement at Joints for Earthquake Loading (ACI 550.4-18) and Commentary (ACI 550.4R-18) 550.5-18—Code Requirements for the Design of Precast Concrete Diaphragms for Earthquake Motions (ACI 550.5-18) and Commentary (ACI 550.5R-18) 551.2R-10—Design Guide for Tilt-Up Concrete Panels 555R-01—Removal and Reuse of Hardened Concrete 560R-16—Report on Design and Construction with Insulating Concrete Forms (ICFs) 562-19—Code Requirements for Assessment, Repair, and Rehabilitation of Existing Concrete Structures and Commentary (ACI 562-19) CPP 610.1-18—American Concrete Institute Certification Policies for Concrete Field Testing Technician – Grade I. doi: 10.14359/51716912 CPP 620.2-12—American Concrete Institute Certification Policies for Concrete Strength Testing Technician. doi: 10.14359/51716913 CPP 630.1-15—American Concrete Institute Certification Policies for Concrete Construction Special Inspector. doi: 10.14359/51716916 CPP 660.1-17—American Concrete Institute Certification Policies for Shotcrete Nozzleman and Shotcrete Nozzleman-In-Training. doi: 10.14359/51716915 R-3
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解說之參考文獻 CPP 680.1-17—American Concrete Institute Certification Policies for Adhesive Anchor Installer. doi: 10.14359/51716917 CPP 681.1-17—American Concrete Institute Certification Policies for Adhesive Anchor Installation Inspector. doi: 10.14359/51716918 CPP 681.2-19—American Concrete Institute Certification Policies for Post-Installed Concrete Anchor Installation Inspector. doi: 10.14359/51716936 CT-13—Concrete Terminology CT-18—Concrete Terminology ITG-5.1-07—Acceptance Criteria for Special Unbonded Post-Tensioned Precast Structural Walls Based on Validation Testing and Commentary ITG-5.2-09—Requirements for Design of a Special Unbonded Post-Tensioned Precast Shear Wall Satisfying ACI ITG-5.1 (ACI 5.2-09) and Commentary ITG 7-09—Specification for Tolerances for Precast Concrete ITG 10R-18—Practitioner’s Guide for Alternative Cements ITG 10.1R-18—Report on Alternative Cements SP-2(07)—Manual of Concrete Inspection, Tenth Edition SP-4(05)—Formwork for Concrete, Seventh Edition SP-17(09)—ACI Design Handbook SP-66(04)—ACI Detailing Manual American Institute of Steel Construction (AISC) 341-10—Seismic Provisions for Structural Steel Buildings 360-10—Specification for Structural Steel Buildings American Iron and Steel Institute (AISI) D100-08—Cold-Formed Steel Design Manual S100-07—North American Specification for the Design of Cold-Formed Steel Structural Members American Society of Civil Engineers (ASCE) 7-05—Minimum Design Loads for Buildings and Other Structures 7-10—Minimum Design Loads for Buildings and Other Structures 7-16—Minimum Design Loads for Buildings and Other Structures 41-17—Seismic Evaluation and Retrofit of Existing Buildings 61-14—ASCE/COPRI Standard for the Seismic Design of Piers and Wharves American Society of Mechanical Engineers (ASME) B1.1-03—Unified Inch Screw Threads (UN and UNR Thread Form) B18.2.1-96—Square and Hex Bolts and Screws, Inch Series B18.2.6-96—Fasteners for Use in Structural Applications R-4
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解說之參考文獻 B31.1-92—Power Piping B31.3-90—Chemical Plant and Petroleum Refinery Piping American Welding Society (AWS) D1.1/D1.1M:2010—Structural Welding Code – Steel D1.1/D1.1M:2015—Structural Welding Code – Steel D1.4/D1.4M:2005—Structural Welding Code – Steel Reinforcing Bars D1.4/D1.4M:2018—Structural Welding Code – Steel Reinforcing Bars ASTM International A36/A36M-12—Standard Specification for Carbon Structural Steel A53/A53M—Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless A242/A242M—Standard Specification for High- Strength Low-Alloy Structural Steel A307-12—Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60000 PSI Tensile Strength A307-14—Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60000 PSI Tensile Strength A370-14—Standard Test Methods and Definitions for Mechanical Testing of Steel Products A370-18—Standard Test Methods and Definitions for Mechanical Testing of Steel Products A416/A416M-12a—Standard Specification for Steel Strand, Uncoated Seven-Wire for Prestressed Concrete A416/A416M-18—Standard Specification for Steel Strand, Uncoated Seven-Wire for Prestressed Concrete A421/A421M-10—Standard Specification for Uncoated Stress-Relieved Steel Wire for Prestressed Concrete, including Supplementary Requirement SI, Low-Relaxation Wire and Relaxation Test A421/A421M-15—Standard Specification for Uncoated Stress-Relieved Steel Wire for Prestressed Concrete, including Supplementary Requirement SI, Low-Relaxation Wire and Relaxation Test A500/A500M—Standard Specification for Cold- Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes A501—Standard Specification for Hot-Formed Welded and Seamless Carbon Steel Structural Tubing A572/A572M—Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel A588/A588M—Standard Specification for High-Strength Low-Alloy Structural Steel, up to 50 ksi Minimum Yield Point, with Atmospheric Corrosion Resistance A615/A615M-14—Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement A615/A615M-18—Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement A706/A706M-14—Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement A706/A706M-16—Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement A767/A767M-09—Standard Specification for Zinc-Coated (Galvanized) Steel Bars for Concrete Reinforcement A767/A767M-16—Standard Specification for Zinc-Coated (Galvanized) Steel Bars for Concrete Reinforcement R-5
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解說之參考文獻 A775/A775M-07b(2014)—Standard Specification for Epoxy-Coated Steel Reinforcing Bars A775/A775M-17—Standard Specification for Epoxy-Coated Steel Reinforcing Bars A884/A884M—Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Reinforcement A934/A934M-13—Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars A934/A934M-16—Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars A955/A955M-14—Standard Specification for Deformed and Plain Stainless-Steel Bars for Concrete Reinforcement A955/A955M-18b—Standard Specification for Deformed and Plain Stainless-Steel Bars for Concrete Reinforcement A970/A970M-13a—Standard Specification for Headed Steel Bars for Concrete Reinforcement, including Annex A1 Requirements for Class HA Head Dimensions A970/A970M-18—Standard Specification for Headed Steel Bars for Concrete Reinforcement, including Annex A1 Requirements for Class HA Head Dimensions A992/A992M—Standard Specification for Structural Steel Shapes A996/A996M-14—Standard Specification for Rail-Steel and Axle-Steel Deformed Bars for Concrete Reinforcement A996/A996M-16—Standard Specification for Rail-Steel and Axle-Steel Deformed Bars for Concrete Reinforcement A1022/A1022M-14—Standard Specification for Deformed and Plain Stainless-Steel Wire and Welded Wire for Concrete Reinforcement A1022/A1022M-16b—Standard Specification for Deformed and Plain Stainless-Steel Wire and Welded Wire for Concrete Reinforcement A1035/A1035M-14—Standard Specification for Deformed and Plain, Low-Carbon, Chromium, Steel Bars for Concrete Reinforcement A1035/A1035M-15—Standard Specification for Deformed and Plain, Low-Carbon, Chromium, Steel Bars for Concrete Reinforcement A1044/A1044M-05(2010)—Standard Specification for Steel Stud Assemblies for Shear Reinforcement of Concrete A1044/A1044M-16a—Standard Specification for Steel Stud Assemblies for Shear Reinforcement of Concrete A1055/A1055M-10—Standard Specification for Zinc and Epoxy Dual-Coated Steel Reinforcing Bars A1055/A1055M-16—Standard Specification for Zinc and Epoxy Dual-Coated Steel Reinforcing Bars A1060/A1060M—Standard Specification for Zinc-Coated (Galvanized) Steel Welded Wire Reinforcement, Plain and Deformed, for Concrete A1064/A1064M-13—Standard Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete A1064/A1064M-18a—Standard Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete A1077/A1077M-12—Standard Specification for Structural Steel with Improved Yield Strength at High Temperature for Use in Buildings A1077/A1077M-14—Standard Specification for Structural Steel with Improved Yield Strength at High Temperature for Use in Buildings R-6
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解說之參考文獻 A1085—Standard Specification for Cold-Formed Welded Carbon Steel Hollow Structural Sections (HSS) C31/C31M-12—Standard Practice for Making and Curing Concrete Test Specimens in the Field C31/C31M-19—Standard Practice for Making and Curing Concrete Test Specimens in the Field C33/C33M-13—Standard Specification for Concrete Aggregates C33/C33M-18—Standard Specification for Concrete Aggregates C39/C39M-14a—Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens C39/C39M-18—Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens C42/C42M-13—Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete C42/C42M-18a—Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete C94/C94M-14—Standard Specification for Ready-Mixed Concrete C94/C94M-18—Standard Specification for Ready-Mixed Concrete C114-18—Standard Test Methods for Chemical Analysis of Hydraulic Cement C150/C150M-12—Standard Specification for Portland Cement C150/C150M-19a—Standard Specification for Portland Cement C172/C172M-14—Standard Practice for Sampling Freshly Mixed Concrete C172/C172M-17—Standard Practice for Sampling Freshly Mixed Concrete C173/C173M-14—Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method C173/C173M-16—Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method C231/C231M-14—Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method C231/C231M-17a—Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method C330/C330M-14—Standard Specification for Lightweight Aggregates for Structural Concrete C330/C330M-17a—Standard Specification for Lightweight Aggregates for Structural Concrete C457/C457M-16—Standard Test Method for Microscopial Determination of Parameters of the Air-Void System in Hardened Concrete C469/C469M-10—Standard Test Method for Static Modulus of Elasticity and Poisson’s Ratio of Concrete in Compression C469/C469M-14—Standard Test Method for Static Modulus of Elasticity and Poisson’s Ratio of Concrete in Compression C494/C494M-13—Standard Specification for Chemical Admixtures for Concrete C494/C494M-17—Standard Specification for Chemical Admixtures for Concrete C567/567M-14—Standard Test Method for Determining Density of Structural Lightweight Concrete C595/C595M-14—Standard Specification for Blended Hydraulic Cements C595/C595M-19—Standard Specification for Blended Hydraulic Cements C618-12a—Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete C618-19—Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete C685/C685M-11—Standard Specification for Concrete Made by Volumetric Batching and Continuous Mixing C685/C685M-17a—Standard Specification for Concrete Made by Volumetric Batching and Continuous Mixing C803/803M-03(2010)—Standard Test Method for Penetration Resistance of Hardened Concrete C803/803M-18—Standard Test Method for Penetration Resistance of Hardened Concrete R-7
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解說之參考文獻 C805/C805M-08—Standard Test Method for Rebound Number of Hardened Concrete C805/C805M-18—Standard Test Method for Rebound Number of Hardened Concrete C845/C845M-12—Standard Specification for Expansive Hydraulic Cement C845/C845M-18—Standard Specification for Expansive Hydraulic Cement C873/873CM-10a—Standard Test Method for Compressive Strength of Concrete Cylinders Cast in Place in Cylindrical Molds C873/873CM-15—Standard Test Method for Compressive Strength of Concrete Cylinders Cast in Place in Cylindrical Molds C900-06—Standard Test Method for Pullout Strength of Hardened Concrete C900-15—Standard Test Method for Pullout Strength of Hardened Concrete C989/C989M-13—Standard Specification for Slag Cement for Use in Concrete and Mortars C989/C989M-18a—Standard Specification for Slag Cement for Use in Concrete and Mortars C1012/C1012M-13—Standard Test Method for Length Change of Hydraulic-Cement Mortars Exposed to a Sulfate Solution C1012/C1012M-18b—Standard Test Method for Length Change of Hydraulic-Cement Mortars Exposed to a Sulfate Solution C1017/C1017M-13—Standard Specification for Chemical Admixtures for Use in Producing Flowing Concrete C1074-11—Standard Practice for Estimating Concrete Strength by the Maturity Method C1074-17—Standard Practice for Estimating Concrete Strength by the Maturity Method C1077-14—Standard Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Testing Agency Evaluation C1077-17—Standard Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Testing Agency Evaluation C1140/C1140M-11—Standard Practice for Preparing and Testing Specimens from Shotcrete Test Panels C1152/C1152M-04(2012)—Standard Test Method for Acid-Soluble Chloride in Mortar and Concrete C1157/C1157M-11—Standard Performance Specification for Hydraulic Cement C1157/C1157M-17—Standard Performance Specification for Hydraulic Cement C1202-10—Standard Test Method for Electrical Indication of Concrete’s Ability to Resist Chloride Ion Penetration C1202-19—Standard Test Method for Electrical Indication of Concrete’s Ability to Resist Chloride Ion Penetration C1218/C1218M-99(2008)—Standard Test Method for Water-Soluble Chloride in Mortar and Concrete C1218/C1218M-17—Standard Test Method for Water-Soluble Chloride in Mortar and Concrete C1240-14—Standard Specification for Silica Fume Used in Cementitious Mixtures C1240-15—Standard Specification for Silica Fume Used in Cementitious Mixtures C1602/C1602M-12—Standard Specification for Mixing Water Used in Production of Hydraulic Cement Concrete C1602/C1602M-18—Standard Specification for Mixing Water Used in Production of Hydraulic Cement Concrete C1604/C1604M-05(2012)—Standard Test Method for Obtaining and Testing Drilled Cores of Shotcrete R-8
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解說之參考文獻 C1609/C1609M-12—Standard Test Method for Flexural Performance of Fiber-Reinforced Concrete (Using Beam With Third-Point Loading) C1778-16—Standard Guide for Reducing the Risk of Deleterious Alkali-Aggregate Reaction in Concrete C1797-17—Standard Specification for Ground Calcium Carbonate and Aggregate Mineral Fillers for use in Hydraulic Cement Concrete D3665-07—Standard Practice for Random Sampling of Construction Materials D3665-12(2017)—Standard Practice for Random Sampling of Construction Materials E8/E8M-16a—Standard Test Methods for Tension Testing of Metallic Materials F1554-07a—Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength F1554-18—Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength Federal Emergency Management Agency (FEMA) P749-10—Earthquake-Resistant Design Concepts: An Introduction to the NEHRP Recommended Provisions Seismic Provisions P750-10—NEHRP Recommended Seismic Provisions for New Buildings and Other Structures (2009 edition) P751-12—NEHRP Recommended Seismic Provisions: Design Examples (2009 edition) International Code Council (ICC) 2012 IBC—International Building Code 2018 IBC—International Building Code ES AC193-15—Mechanical Anchors in Concrete Elements International Organization for Standardization (ISO) ISO 15698-1:2012, Steel for the reinforcement of concrete — Headed bars — Part 1: Requirements ISO 15698-2:2012, Steel for the reinforcement of concrete — Headed bars — Part 2: Test methods National Fire Protection Association (NFPA) 5000-2012—Building Construction Safety Code National Institute of Standards and Technology (NIST) CGR 17-917-46—Guidelines for Nonlinear Structural Analysis for Design of Buildings Portland Cement Association (PCA) EB001.15-11—Design and Control of Concrete Mixtures, 15th edition PCA 100-2017—Prescriptive Design of Exterior Concrete Walls Precast/Prestressed Concrete Institute (PCI) R-9
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解說之參考文獻 MNL 116-99—Manual for Quality Control for Plants and Production of Structural Precast Concrete Products MNL 117-13—Manual for Quality Control for Plants and Production of Architectural Precast Concrete Products MNL 120-10—PCI Design Handbook: Precast and Prestressed Concrete, Seventh Edition MNL 120-17—PCI Design Handbook: Precast and Prestressed Concrete, Eighth Edition MNL 123-88—Design and Typical Details of Connections for Precast and Prestressed Concrete MNL 126-15—PCI Manual for the Design of Hollow Core Slabs and Walls MNL 133-04—Bridge Design Manual Post-Tensioning Institute (PTI) DC10.5-12—Standard Requirements for Design and Analysis of Shallow Post-Tensioned Concrete Foundations of Expansive Soils DC20.8-04—Design of Post-Tensioned Slabs Using Unbonded Tendons M50.3-12—Guide Specification for Grouted Post-Tensioning M55.1-12—Specification for Grouting of Post-Tensioned Structures TAB.1-06—Post-Tensioning Manual, Sixth Edition Standards New Zealand NZS 3101-2006—Standard for Composite Steel Floor Deck – Slabs Structural Engineers Association of California (SEAOC) SEAOC Blue Book—Seismic Design Recommendations 2019 Steel Deck Institute (SDI) C-2011—Standard for Composite Steel Floor Deck – Slabs NC-2010—Standard for Non-Composite Steel Floor Deck 中華民國國家標準 (CNS) CNS 13465 新拌混凝土中水溶性氯離子含量試驗法 Authored documents Aaleti, S.; Brueggen, B. L.; Johnson, B.; French, C. E.; and Sritharan, S., 2013, “Cyclic Response of Reinforced Concrete Walls with Different Anchorage Details: Experimental Investigation,” Journal of Structural Engineering, ASCE, Vol. 139, No. 7, July, pp. 1181−1191. doi: 10.1061/(ASCE)ST.1943-541X.0000732 Abdullah, S. A., and Wallace, J. W., 2019, “Drift Capacity of Reinforced Concrete Structural Walls with Special Boundary Elements,” ACI Structural Journal, Vol. 116, No. 1, Jan., pp. 183−194. doi: 10.14359/51710864 Abdullah, S. A. and Wallace, J. W., 2020, “Reliability-Based Design Methodology for Reinforced Concrete Structural Walls with Special Boundary Elements,” ACI Structural Journal, Vol. 117, No. 3, 14 pp. doi: R-10
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解說之參考文獻 10.14359/51721375 AC303, 2011, “Acceptance Criteria for Post-Tensioning Anchorages and Couplers of Prestressed Concrete,” Apr. 2011, editorially revised Aug. 2012, ICC-ES Evaluation Service, LLC, Whittier, CA. ACI Committee 318, 1965, “Commentary on Building Code Requirements for Reinforced Concrete (ACI 318-63),” SP-10, American Concrete Institute, Farmington Hills, MI, pp. 78-84. ACI Committee 318, 1999, “Closure to Public Comments on ACI 318-99,” Concrete International, Vol. 21, No. 5, May, pp. 318−1 to 318−50. doi: 10.14359/19333 ACI Committee 408, 1966, “Bond Stress—The State of the Art,” ACI Journal Proceedings, Vol. 63, No. 11, Nov., pp. 1161−1188. doi: 10.14359/7665 ACI Committee 435, 1966, “Deflections of Reinforced Concrete Flexural Members (ACI 435.2R-66),” ACI Journal Proceedings, Vol. 63, No. 6, June, pp. 637−674. doi: 10.14359/7643 ACI Committee 435, 1978, “Proposed Revisions by Committee 435 to ACI Building Code and Commentary Provisions on Deflections,” ACI Journal Proceedings, Vol. 75, No. 6, June, pp. 229−238. doi: 10.14359/10935 ACI Committee 435 Subcommittee 1, 1968, “Allowable Deflections (ACI 435.3R-68),” ACI Journal Proceedings, Vol. 65, No. 6, June, pp. 433−444. doi: 10.14359/7482 ACI Committee 435 Subcommittee 5, 1963, “Deflections of Prestressed Concrete Members (ACI 435.1R-63),” ACI Journal Proceedings, V. 60, No. 12, Dec., pp. 1697-1728. doi: 10.14359/19413 Adebar, P., Kuchma, D., and Collins, M. P., 1990, “Strutand- Tie Models for the Design of Pile Caps: An Experimental Study,” ACI Structural Journal, Vol. 87, No. 1, Jan.-Feb., pp. 81−92. doi: 10.14359/2945 Ajaam, A.; Yasso, S.; Darwin, D.; O’Reilly, M.; and Sperry, J., 2018, “Anchorage Strength of Closely Spaced Hooked Bars,” ACI Structural Journal, V. 115, No. 4, pp. 1143-1152. doi: 10.14359/51702065 Anderson, A. R., 1978, “Shear Strength of Hollow Core Members,” Technical Bulletin 78-81, Concrete Technology Associates, Tacoma, WA, Apr., 33 pp. doi: 10.14359/19270 Anderson, N. S., and Meinheit, D. F., 2005, “Pryout Capacity of Cast-In Headed Stud Anchors,” PCI Journal, Vol. 50, No. 2, Mar.-Apr., pp. 90−112. doi: 10.15554/pcij.03012005.90.112 Anderson, N. S., and Meinheit, D. F., 2007, “A Review of Headed Stud Design Criteria,” PCI Journal, Vol. 52, No. 1, Jan.-Feb., pp. 82−100. doi: 10.15554/pcij.01012007.82.100 Anderson, N. S., and Ramirez, J. A., 1989, “Detailing of Stirrup Reinforcement,” ACI Structural Journal, Vol. 86, No. 5, Sept.-Oct., pp. 507−515. doi: 10.14359/3005 Angelakos, D., Bentz, E. C., and Collins, M. D., 2001, “Effect of Concrete Strength and Minimum Stirrups on Shear Strength of Large Members,” ACI Structural Journal, Vol. 98, No. 3, May-June, pp. 290−300. doi: 10.14359/10220 Aoyama, H., ed., 2001, Design of Modern Highrise Reinforced Concrete Structures, Imperial College Press, London, UK, 442 pp. Applied Technology Council, 1999, ATC Design Guide 1: Minimizing Floor Vibration, Redwood City, CA, 64 pp. Arteta, C. A., 2015, “Seismic Response Assessment of Thin Boundary Element Specimens of Special Concrete Shear Walls,” PhD dissertation, University of California, Berkeley, Berkeley, CA, 240 pp. ASCE Joint Committee, 1940, “Recommended Practice and Standard Specification for Concrete and Reinforced Concrete,” Proceedings, ASCE, Vol. 66, No. 6, Part 2, June, 81 pp. R-11
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解說之參考文獻 Asmus, J., 1999, “Verhalten von Befestigungen bei der Versagensart Spalten des Betons (Behavior of Fastenings with the Failure Mode Splitting of Concrete),” dissertation, Universität Stuttgart, Stuttgart, Germany. Aswad, A., and Jacques, F. J., 1992, “Behavior of Hollow-Core Slabs Subject to Edge Loads,” PCI Journal, V. 37, No. 2, Mar.-Apr., pp. 72-86. doi: 10.15554/pcij.03011992.72.84 Athey, J. W., Ed., 1982, “Test Report on Slender Walls,” Southern California Chapter of the American Concrete Institute and Structural Engineers Association of Southern California, Los Angeles, CA, 129 pp. Azizinamini, A., Chisala, M., and Ghosh, S. K., 1995, “Tension Development Length of Reinforcing Bars Embedded in High-Strength Concrete,” Engineering Structures, Vol. 17, No. 7, pp. 512−522. doi: 10.1016/0141-0296(95)00096-P Azizinamini, A., Pavel, R., Hatfield, E., and Ghosh, S. K., 1999a, “Behavior of Spliced Reinforcing Bars Embedded in High-Strength Concrete,” ACI Structural Journal, Vol. 96, No. 5, Sept.-Oct., pp. 826−835. doi: 10.14359/737 Azizinamini, A., Darwin, D., Eligehausen, R., Pavel, R., and Ghosh, S. K., 1999b, “Proposed Modifications to ACI 318-95 Development and Splice Provisions for High- Strength Concrete,” ACI Structural Journal, Vol. 96, No. 6, Nov.-Dec., pp. 922−926. doi: 10.14359/766 Barda, F., Hanson, J. M., and Corley, W. G., 1977, “Shear Strength of Low-Rise Walls with Boundary Elements,” Reinforced Concrete Structures in Seismic Zones, SP-53, American Concrete Institute, Farmington Hills, MI, pp. 149−202. doi: 10.14359/17697 Barney, G. B., Corley, W. G., Hanson, J. M., and Parmelee, R. A., 1977, “Behavior and Design of Prestressed Concrete Beams with Large Web Openings,” PCI Journal, Vol. 22, No. 6, Nov.-Dec., pp. 32−61. doi: 10.15554/pcij.11011977.32.61 Barney, G. B., Shiu, K. N., Rabbat, B. G., Fiorato, A. E., Russell, H. G., and Corley, W. G., 1980, “Behavior of Coupling Beams under Load Reversals (RD068.01B),” Portland Cement Association, Skokie, IL. doi: 10.14359/51685458 Bartlett, F. M., 2012, “Using Historical Cylinder Data for Structural Evaluation,” Andy Scanlon Symposium on Serviceability and Safety of Concrete Structures: From Research to Practice, SP-284, P. H. Bischoff, E. Musselman, S. Gross, and H. Nassif, Eds., American Concrete Institute, Farmington Hills, MI, 12 pp. (CD-ROM) doi: 10.14359/51683800 Bartlett, M. F., and MacGregor, J. G., 1994, “Effect of Moisture Condition on Concrete Core Strengths,” ACI Materials Journal, Vol. 91, No. 3, May-June, pp. 227−236. doi: 10.14359/4328 Bartoletti, S. J., and Jirsa, J. O., 1995, “Effects of Epoxy- Coating on Anchorage and Development of Welded Wire Fabric,” ACI Structural Journal, Vol. 92, No. 6, Nov.-Dec., pp. 757−764. doi: 10.14359/9669 Base, G. D., Reed, J. B., Beeby, A. W., and Taylor, H. P. J., 1966, “An Investigation of the Crack Control Characteristics of Various Types of Bar in Reinforced Concrete Beams,” Research Report No. 18, Cement and Concrete Association, London, UK, Dec., 44 pp. doi: 10.14359/51685142 Bažant, Z. P., Yu, Q., Gerstle, W., Hanson, J., and Ju, J.W., 2007. “Justification of ACI 446 proposal for updating aci code provisions for Shear Design of Reinforced Concrete Beams,” ACI Structural Journal, V. 104, No. 5, Sept.-Oct., pp. 601-610. doi: 10.14359/18862 Becker, R. J., and Buettner, D. R., 1985, “Shear Tests of Extruded Hollow Core Slabs,” PCI Journal, Vol. 30, No. 2, Mar.-Apr., pp. 40−54. doi: 10.15554/pcij.03011985.40.54 Becker, R. J.; Holland, T. C., and Malits, F. S., 1985, “Structural Concrete Using Alternative Cements,” R-12
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解說之參考文獻 Concrete International, V. 41, No. 6, June, pp. 39-44. doi: 10.14359/51716910 Beeby, A. W., 1979, “The Prediction of Crack Widths in Hardened Concrete,” The Structural Engineer, Vol. 57A, No. 1, Jan., pp. 9−17. doi: 10.14359/51685143 Behera, U., and Rajagopalan, K. S., 1969, “Two-Piece U- Stirrups in Reinforced Concrete Beams,” ACI Journal Proceedings, Vol. 66, No. 7, July, pp. 522−524. doi: 10.14359/51685214 Bertrand, J., and Vezina, D., 1994, “The Development of Air Entrained Durable Shotcrete for Structural Repairs,” Proceedings of Shotcrete for Underground Support VII, pp. 58-65. Bezerra Cabral, A. E.; Schalch, V.; Dal Molin, D. C. C.; and Ribeiro, J. L. D., 2010, “Mechanical Properties Modeling of Recycled Aggregate Concrete,” Construction and Building Materials, V. 24, No. 4, Apr., pp. 421-430. doi: 10.1016/j.conbuildmat.2009.10.011 Bianchini, A. C., Woods, R. E., and Kesler, C. E., 1960,“Effect of Floor Concrete Strength on Column Strength,” ACI Journal Proceedings, Vol. 56, No. 11, May, pp. 1149−1169. doi: 10.14359/8135 Birely, A. C.; Lowes, L. N.; and Lehman, D. E., 2012,“Linear Analysis of Concrete Frames Considering Joint Flexibility,” ACI Structural Journal, V. 109, No. 3, May- June, pp. 381-391. doi: 10.14359/51683752 Birkeland, P. W., and Birkeland, H. W., 1966, Connections in Precast Concrete Construction,” ACI Journal Proceedings, Vol. 63, No. 3, Mar., pp. 345−368. doi: 10.14359/7627 Bischoff, P. H., 2005 “Revaluation of Deflection Prediction for Concrete Beams Reinforced with Steel and Fiber Reinforced Polymer Bars,” Journal of Structural Engineering, V. 131, No. 5, May, pp. 752-767. doi: 10.1061/(ASCE)0733-9445(2005)131:5(752) Bischoff, P. H., and Scanlon, A., 2007 “Effective Moment of Inertia for Calculating Deflections of Concrete Members Containing Steel Reinforcement and Fiber-Reinforced Polymer Reinforcement,” ACI Structural Journal, V. 104, No. 1, Jan.-Feb., pp. 68-75. doi: 10.14359/18434 Black, W. C., 1973, “Field Corrections to Partially Embedded Reinforcing Bars,” ACI Journal Proceedings, Vol. 70, No. 10, Oct., pp. 690−691. doi: 10.14359/51684023 Bloem, D. L., 1965, “Concrete Strength Measurement—Cores vs. Cylinders,” Proceedings, ASTM, Vol. 65, pp. 668−696. Bloem, D. L., 1968, “Concrete Strength in Structures,” ACI Journal Proceedings, Vol. 65, No. 3, Mar., pp. 176−187. doi: 10.14359/7465 Blume, J. A., Newmark, N. M., and Corning, L. H., 1961, Design of Multistory Reinforced Concrete Buildings for Earthquake Motions, Portland Cement Association, Skokie, IL, 318 pp. doi: 10.14359/16796 th BOCA, 1999, “BOCA National Building Code,” 13 edition, Building Officials and Code Administration International, Inc., Country Club Hills, IL. Bondy, K. B., 2003, “Moment Redistribution: Principles and Practice Using ACI 318-02,” PTI Journal, Vol. 1, No. 1, Jan., pp. 3−21. doi: 10.14359/19230 Branson, D. E., 1965, “Instantaneous and Time-Dependent Deflections on Simple and Continuous Reinforced Concrete Beams,” HPR Report No. 7, Part 1, Alabama Highway Department, Bureau of Public Roads, Aug., pp. 1−78. Branson, D. E., 1970, discussion of “Proposed Revision of ACI 318-63: Building Code Requirements for Reinforced Concrete,” ACI Journal Proceedings, Vol. 67, No. 9, Sept., pp. 692−695. Branson, D. E., 1971, “Compression Steel Effect on Long- Time Deflections,” ACI Journal Proceedings, Vol. 68, No. 8, Aug., pp. 555−559. doi: 10.14359/16519 R-13
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解說之參考文獻 Branson, D. E., 1977, Deformation of Concrete Structures, McGraw-Hill Book Co., New York, 546 pp. Branson, D. E., Meyers, B. L., and Kripanarayanan, K. M., 1970, “Time-Dependent Deformation of Noncomposite and Composite Prestressed Concrete Structures,” Symposium on Concrete Deformation, Highway Research Record 324, Highway Research Board, pp. 15−43. doi: 10.14359/19393 Breen, J. E., Burdet, O., Roberts, C., Sanders, D., Wollmann, G., and Falconer, B., 1994, “Anchorage Zone Requirements for Post-Tensioned Concrete Girders,” NCHRP Report 356, Transportation Research Board, National Academy Press, Washington, DC. doi: 10.14359/19236 Briss, G. R., Paulay, T., and Park, R., 1978, “Elastic Behavior of Earthquake Resistant R. C. Interior Beam-Column Joints,” Report 78-13, University of Canterbury, Department of Civil Engineering, Christchurch, New Zealand, Feb. doi: 10.14359/19340 Broms, C. E., 1990, “Shear Reinforcement for Deflection Ductility of Flat Plates,” ACI Structural Journal, Vol. 87, No. 6, Nov.-Dec., pp. 696−705. doi: 10.14359/2988 Brown, M. D., Bayrak, O., and Jirsa, J. O., 2006, “Design for Shear Based on Loading Conditions,” ACI Structural Journal, Vol. 103, No. 4, July-Aug., pp. 541−550. doi: 10.14359/16430 Budek, A., Priestley, M., and Lee, C., 2002, “Seismic Design of Columns with High-Strength Wire and Strand as Spiral Reinforcement,” ACI Structural Journal, Vol. 99, No. 5, Sept.-Oct., pp. 660−670. doi: 10.14359/12306 Burns, N. H., and Hemakom, R., 1977, “Test of Scale Model Post-Tensioned Flat Plate,” Proceedings, ASCE, Vol. 103, No. ST6, June, pp. 1237−1255. doi: 10.14359/16870 Caltrans, 2015, “Standard Specifications,” Department of Transportation, California State Transportation Agency, State of California, CA, pp. 713-714. Canadian Concrete Design Standard, 2009, “Design of Concrete Structures for Buildings,” CAN3-A23.3-M84, and “Precast Concrete Materials and Construction,” CAN3- A23.4-M84, Canadian Standards Association, Rexdale, ON, Canada. Canbay, E., and Frosch, R. J., 2005, “Bond Strength of Lap-Spliced Bars,” ACI Structural Journal, V. 102, No. 4, Jul.-Aug., pp. 605-614. doi: 10.14359/14565 Carino, N. J., Guthrie, W. F., Lagergren, E. S., and Mullings, G. M., 1994, “Effects of Testing Variables on the Strength of High-Strength (90 MPa) Concrete Cylinders,” High- Performance Concrete, SP-149, V. M. Malhotra, Ed., American Concrete Institute, Farmington Hills, MI, pp. 589−632. doi: 10.14359/4176 Carter, J. W. III, Hawkins, N. M., and Wood, S. L., 1993, “Seismic Response of Tilt-Up Construction,” SRS No. 581, Civil Engineering Series, University of Illinois, Urbana, IL, Dec., 224 pp. doi: 10.14359/19661 Castro, A., Kreger, M., Bayrak, O., Breen, J. E., and Wood, S. L., 2004, “Allowable Design Release Stresses for Pretensioned Concrete Beams,” Report No. FHWA/TX-04/0- 4086-2, Center for Transportation Research, University of Texas at Austin, Austin, TX, Aug., 127 pp. CEB, 1994, “Fastenings to Concrete and Masonry Structures, State of the Art Report,” Comite Euro-International du Beton (CEB), Bulletin No. 216, Thomas Telford Services Ltd., London, UK. CEB, 1997, Design of Fastenings in Concrete, Comite Euro- International du Beton (CEB), Thomas Telford Services Ltd., London, UK, Jan. Chen, L., Mindess, S., Morgan, D. R., Shah, S. P., Johnston, C. D., and Pigeon, M., 1995, “Comparative Toughness Testing of Fiber Reinforced Concrete,” Testing of Fiber Reinforced Concrete, SP-155, American Concrete Institute, Farmington Hills, MI, pp. 41−69. doi: 10.14359/928 Cheng, M. Y.; Hung, S. C.; Lequesne, R. D.; and Lepage, A., 2016, “Earthquake-Resistant Squat Walls R-14
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解說之參考文獻 Reinforced with High-Strength Steel,” ACI Structural Journal, V. 113, No. 5, Sep.-Oct., pp. 1065-1076. doi: 10.14359/51688825 Chiu, C.-K.; Chi, K.-N.; and Lin, K.-C., 2016, "Experimental investigation on the seismic anchorage behavior of headed bars based on full-size specimens of exterior and interior beam-column joints," Advances in Structural Engineering, V. 19, No. 5, pp. 777-794. Chiu, C. K.; Kao, Y. C.; Liao, I. H.; and Lays, D. P., 2022, "Study on the damage quantification model for exterior beam-column joints with headed bars in RC buildings based on the experimental data," Engineering Structures, V. 268, pp. 14. Chow, L., Conway, H., and Winter, G., 1953, “Stresses in Deep Beams,” Transactions of the American Society of Civil Engineers, Vol. 118, pp. 686−708. doi: 10.14359/19672 Clough, R. W., 1960, “Dynamic Effects of Earthquakes,” Proceedings, ASCE, Vol. 86, No. ST4, Apr., pp. 49−65. doi: 10.14359/19323 Cohn, M. A., 1965, “Rotational Compatibility in the Limit Design of Reinforced Concrete Continuous Beams,” Flexural Mechanics of Reinforced Concrete, SP-12, American Concrete Institute/American Society of Civil Engineers, Farmington Hills, MI, pp. 35−46. doi: 10.14359/16724 Collins, M. P., and Lampert, P., 1973, “Redistribution of Moments at Cracking—The Key to Simpler Torsion Design?” Analysis of Structural Systems for Torsion, SP-35, American Concrete Institute, Farmington Hills, MI, pp. 343−383. doi: 10.14359/17486 Collins, M. P., and Mitchell, D., 1991, Prestressed Concrete Structures, Prentice Hall Inc., Englewood Cliffs, NJ, 766 pp. Collins, M. P., and Mitchell, D., 1997, Prestressed Concrete Structures, Response Publications, Canada, pp. 517−518. doi: 10.14359/19232 Column Research Council, 1966, “Guide to Design Criteria for Metal Compression Members,” second edition, Fritz Engineering Laboratory, Lehigh University, Bethlehem, PA, 117 pp. doi: 10.14359/19273 Cook, R. A., and Klingner, R. E., 1992a, “Behavior of Ductile Multiple-Anchor Steel-to-Concrete Connections with Surface-Mounted Baseplates,” Anchors in Concrete: Design and Behavior, SP-130, G. A. Senkiw and H. B. Lancelot III, eds., American Concrete Institute, Farmington Hills, MI, pp. 61−122. doi: 10.14359/1268 Cook, R. A., and Klingner, R. E., 1992b, “Ductile Multiple- Anchor Steel-to-Concrete Connections,” Journal of Structural Engineering, ASCE, Vol. 118, No. 6, June, pp. 1645−1665. doi: 10.1061/(ASCE)0733-9445(1992)118: 6(1645) Cook, R. A., Kunz, J., Fuchs, W., and Konz, R. C., 1998, “Behavior and Design of Single Adhesive Anchors under Tensile Load in Uncracked Concrete,” ACI Structural Journal, Vol. 95, No. 1, Jan.-Feb., pp. 9−26. doi: 10.14359/522 Cook, R. A., and Michler, H., 2017, “Behavior and Design of Anchorages with Shear Lugs,”3rd International Symposium on Connections between Steel and Concrete, Stuttgart, Germany, pp. 560-570. Corley, W. G., and Hawkins, N. M., 1968, “Shearhead Reinforcement for Slabs,” ACI Journal Proceedings, Vol. 65, No. 10, Oct., pp. 811−824. Corley, W. G., and Jirsa, J. O., 1970, “Equivalent Frame Analysis for Slab Design,” ACI Journal Proceedings, Vol. 67, No. 11, Nov., pp. 875−884. doi: 10.14359/7317 Corley, W. G., Sozen, M. A., and Siess, C. P., 1961, “Equivalent-Frame Analysis for Reinforced Concrete Slabs,” Structural Research Series No. 218, Civil Engineering Studies, University of Illinois, June, 166 pp. R-15
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解說之參考文獻 doi: 10.14359/16677 Crist, R. A., 1966, “Shear Behavior of Deep Reinforced Concrete Beams,” Proceedings, Symposium on the Effects of Repeated Loading of Materials and Structural Elements (Mexico City), Vol. 4, RILEM, Paris, France, 31 pp. CRSI Handbook, 1984, sixth edition, Concrete Reinforcing Steel Institute, Schaumburg, IL. CSA, 1984, “Design of Concrete Structures for Buildings,” CAN3-A23.3-M84, and “Precast Concrete Materials and Construction,” CAN3-A23.4-M84, Canadian Standards Association, Rexdale, ON, Canada. Dam, T. X.; Wight, J. K.; and Parra-Montesinos, G. J., 2017, “Behavior of Monotonically Loaded Slab-Column Connections Reinforced with Shear Studs,” ACI Structural Journal, V. 114, No. 1, Jan.-Feb., pp. 221-232. doi: 10.14359/51689165 Darwin, D., Manning, D. G., and Hognestad, E., 1985, “Debate: Crack Width, Cover, and Corrosion,” Concrete International, Vol. 7, No. 5, May, pp. 20−35. doi: 10.14359/16539 Darwin, D., Zuo, J., Tholen, M. L., and Idun, E. K., 1996, “Development Length Criteria for Conventional and High Relative Rib Area Reinforcing Bars,” ACI Structural Journal, Vol. 93, No. 3, May-June, pp. 347−359. doi: 10.14359/9694 Deatherage, J. H., Burdette, E. G., and Chew, C. K., 1994, “Development Length and Lateral Spacing Requirements of Prestressing Strand for Prestressed Concrete Bridge Girders,” PCI Journal, Vol. 39, No. 1, Jan.-Feb., pp. 70−83. doi: 10.15554/pcij.01011994.70.83 Design of Fastenings in Concrete, 1997, Comite Euro- International du Beton (CEB), Thomas Telford Services Ltd., London, UK, Jan. Dolan, C. W., and Krohn, J. J., 2007, “A Case for Increasing the Allowable Compressive Release Stress for Prestressed Concrete,” PCI Journal, Vol. 52, No. 1, Jan.-Feb., pp. 102−105. doi: 10.15554/pcij.01012007.102.105 Dönmez, A., and Bažant, Z. P., 2017, “Size Effect on Punching Strength of Reinforced Concrete Slabs Without and With Shear Reinforcement,” ACI Structural Journal, V. 114, No. 4, July-Aug., pp. 876-886. doi: 14359/51689719 Dovich, L. M., and Wight, J. K., 2005, “Effective Slab Width Model for Seismic Analysis of Flat Slab Frames,” ACI Structural Journal, Vol. 102, No. 6, Nov.-Dec., pp. 868−875. doi: 14359/14795 Durrani, A. J., and Wight, J. K., 1982, “Experimental and Analytical Study of Internal Beam to Column Connections Subjected to Reversed Cyclic Loading,” Report No. UMEE 82R3, Department of Civil Engineering, University of Michigan, Ann Arbor, MI, July, 275 pp. doi: 14359/16809 Ehsani, M. R., 1982, “Behavior of Exterior Reinforced Concrete Beam to Column Connections Subjected to Earthquake Type Loading,” Report No. UMEE 82R5, Department of Civil Engineering, University of Michigan, Ann Arbor, MI, July, 275 pp. Elgabry, A. A., and Ghali, A., 1987, “Tests on Concrete Slab-Column Connections with Stud Shear Reinforcement Subjected to Shear-Moment Transfer,” ACI Structural Journal, V. 84, No. 5, Sept-Oct., pp. 433-442. doi: 10.14359/1656 Eligehausen, R., and Balogh, T., 1995, “Behavior of Fasteners Loaded in Tension in Cracked Reinforced Concrete,” ACI Structural Journal, Vol. 92, No. 3, May-June, pp. 365−379. doi: 10.14359/1137 Eligehausen, R., and Fuchs, W., 1988, “Load Bearin Behavior of Anchor Fastenings under Shear, Combined Tension and Shear or Flexural Loadings,” Betonwerk + Fertigteiltechnik, pp. 48−56. doi: 10.14359/16854 R-16
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解說之參考文獻 Eligehausen, R., Cook, R. A., and Appl, J., 2006a, “Behavior and Design of Adhesive Bonded Anchors,” ACI Structural Journal, Vol. 103, No. 6, Nov.-Dec., pp. 822−831. doi: 10.14359/18234 Eligehausen, R., Mallée, R., and Silva, J., 2006b, Anchorage in Concrete Construction, Ernst & Sohn (J. T. Wiley), Berlin, Germany, May, 380 pp . Eligehausen, R., Fuchs, W., and Mayer, B., 1987, “Load Bearing Behavior of Anchor Fastenings in Tension,” Betonwerk + Fertigteiltechnik, Vol. 12, pp. 826−832, and 1988, Vol. 1, pp. 29−35. doi: 10.14359/19643 Elwood, K. J., Maffei, J. M., Riederer, K. A., and Telleen, K., 2009, “Improving Column Confinement—Part 2: Proposed New Provisions for the ACI 318 Building Code,” Concrete International, Vol. 31, No. 12, Dec., pp. 41−48. Elwood, K. J.; Matamoros, A. B.; Wallace, J. W. ; Lehman, D. E.; Heintz, J. A.; Mitchell, A. D.; Moore, M. A.; Valley, M. T.; Lowes, L. N.; Comartin, C. D. ; and Moehle, J. P., 2007, “Update to ASCE/SEI 41 Concrete Provision,” Earthquake Spectra, V. 23, No. 3, pp. 493-523, doi: 10.1193/1.2757714 Elzanaty, A. H., Nilson, A. H., and Slate, F. O., 1986, “Shear Capacity of Reinforced Concrete Beams Using High Strength Concrete,” ACI Journal Proceedings, Vol. 83, No. 2, Mar.-Apr., pp. 290−296. doi: 10.14359/10433 Fanella, D. A., and Mota, M., 2014, Design Guide for Vibrations of Reinforced Concrete Floor Systems, 10-DG-Vibration, Concrete Reinforcing Steel Institute, Schaumburg, IL, 60 pp. Faradji, M. J., and Diaz de Cossio, R., 1965, “Diagonal Tension in Concrete Members of Circular Section,” (in Spanish) Institut de Ingenieria, Mexico (translation by Portland Cement Association, Foreign Literature Study No. 466), 61 pp. doi: 10.14359/19496 Farrow, C. B., and Klingner, R. E., 1995, “Tensile Capacity of Anchors with Partial or Overlapping Failure Surfaces: Evaluation of Existing Formulas on an LRFD Basis,” ACI Structural Journal, Vol. 92, No. 6, Nov.-Dec., pp. 698−710. doi: 10.14359/9664 Fennel, A. W., Line, P., Mochizuki, G. L., Moore, K. S., Van Dorpe, T. D., and Voss, T. A., 2009, “Report on Laboratory Testing of Anchor Bolts Connecting Wood Sill Plates to Concrete with Minimum Edge Distances,” SEAONC, San Francisco, CA, Mar 50 pp. Fintel, M., Ghosh, S. K., and Iyengar, H., 1986, Column Shortening in Tall Buildings—Prediction and Compensation, EB108D, Portland Cement Association, Skokie, IL, 34 pp. doi: 10.14359/51685083 fib, 2011, “Design of Anchorages in Concrete. Guide to Good Practice,” Bulletin No.58, International Federation for Structural Concrete, Lausanne, Switzerland, 280 pp. FIP, 1999, FIP Recommendations, Practical Design of Structural Concrete, FIP-Commission 3, “Practical Design,” Pub.: SETO, London, UK, Sept., 112 pp. Fling, R. S., 1987, Practical Design of Reinforced Concrete, John Wiley & Sons, Inc., New York, 536 pp. Ford, J. S., Chang, D. C., and Breen, J. E., 1981, “Design Indications from Tests of Unbraced Multipanel Concrete Frames,” Concrete International, Vol. 3, No. 3, Mar., pp. 37−47. doi: 10.14359/16551 Foutch, D. A., Gamble, W. L., and Sunidja, H., 1990, “Tests of Post-Tensioned Concrete Slab-Edge Column Connections,” ACI Structural Journal, Vol. 87, No. 2, Mar.-Apr., pp. 167−179. doi: 10.14359/2689 Frantz, G. C., and Breen, J. E., 1980, “Cracking on the Side Faces of Large Reinforced Concrete Beams,” ACI Journal Proceedings, Vol. 77, No. 5, Sept.-Oct., pp. 307−313. doi: 10.14359/7007 French, C. W., and Moehle, J. P., 1991, “Effect of Floor Slab on Behavior of Slab-Beam-Column Connections,” Design of Beam-Column Joints for Seismic Resistance, SP-123, J. O. Jirsa, Ed., American Concrete Institute, Farmington Hills, MI, pp. 225−258. doi: 10.14359/19328 R-17
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解說之參考文獻 Frosch, R. J., 1999, “Another Look at Cracking and Crack Control in Reinforced Concrete,” ACI Structural Journal, Vol. 96, No. 3, May-June, pp. 437−442. doi: 10.14359/679 Frosch, R. J., 2002, “Modeling and Control of Side Face Beam Cracking,” ACI Structural Journal, Vol. 99, No. 3, May- June, pp. 376−385. doi: 10.14359/11922 Frosch, R. J.; Labi, S.; and Sim, C., 2014, “Increasing Bridge Deck Service Life: Volume 1 − Evaluation,” Publication No. FHWA/IN/JTRP-2016-16. Joint Transportation Research Program, Indiana Department of Transportation and Purdue University, West Lafayette, IN. Frosch, R. J.; Yu, Q.; Cusatis, G.: and Bažant, Z. P., 2017, “A Unified Approach to Shear Design,” Concrete International, V. 39 No. 9, pp. 47-52. doi: 10.14359/51701014 Fuchs, W., Eligehausen, R., and Breen, J., 1995, “Concrete Capacity Design (CCD) Approach for Fastening to Concrete,” ACI Structural Journal, Vol. 92, No. 1, Jan.- Feb. 1995, pp. 73−93. Also discussion, ACI Structural Journal, Vol. 92, No. 6, Nov.-Dec., pp. 787−802. doi: 10.14359/1533 Furche, J., and Eligehausen, R., 1991, “Lateral Blowout Failure of Headed Studs Near a Free Edge,” Anchors in Concrete—Design and Behavior, SP-130, G. A. Senkiw and H. B. Lancelot III, eds., American Concrete Institute, Farmington Hills, MI, pp. 235−252. doi: 10.14359/1276 Furlong, R. W., Fenves, G. L., and Kasl, E. P., 1991, “Welded Structural Wire Reinforcement for Columns,” ACI Structural Journal, Vol. 88, No. 5, Sept.-Oct., pp. 585−591. doi: 10.14359/9452 Furlong, R. W., Hsu, C.-T. T., and Mirza, S. A., 2004, “Analysis and Design of Concrete Columns for Biaxial Bending—Overview,” ACI Structural Journal, Vol. 101, No. 3, May-June, pp. 413−423. doi: 10.14359/13101 Gamble, W. L., 1972, “Moments in Beam Supported Slabs,” ACI Journal Proceedings, Vol. 69, No. 3, Mar., pp. 149−157. doi: 10.14359/11258 Gamble, W. L., Sozen, M. A., and Siess, C. P., 1969, “Tests of a Two-Way Reinforced Concrete Floor Slab,” Proceedings, ASCE, Vol. 95, No. ST6, June, pp. 1073−1096. doi: 10.14359/19673 Genikomsou, A., and Polak, M. A., 2017. “Effect of Openings on Punching Shear Strength of Reinforced Concrete Slabs—Finite Element Investigation,” ACI Structural Journal, V. 114, No. 5, Sept.-Oct., pp. 1249-1261. doi: 10.14359/51689871 Gerber, L. L., and Burns, N. H., 1971, “Ultimate Strength Tests of Post-Tensioned Flat Plates,” PCI Journal, Vol. 16, No. 6, Nov.-Dec., pp. 40−58. doi: 10.15554/pcij.11011971.40.58 Gergely, P., and Lutz, L. A., 1968, “Maximum Crack Width in Reinforced Concrete Flexural Members,” Causes, Mechanism, and Control of Cracking in Concrete, SP-20, American Concrete Institute, Farmington Hills, MI, pp. 87−117. doi: 10.14359/17348 Ghali, A., and Favre, R., 1986, Concrete Structures: Stresses and Deformations, Chapman and Hall, New York, 348 pp. Ghimire, K. P.; Darwin, D.; and Lepage, A., 2021, "Headed Bars in Beam-Column Joints Subjected to Reversed Cyclic Loading," ACI Structural Journal, V. 118, No. 3, pp. 27-33. Ghimire, K.; Darwin, D.; and O’Reilly, M., 2018,“Anchorage of Headed Reinforcing Bars,” SM Report No. 127, University of Kansas Center for Research, Lawrence, KS, Jan., 278 pp. Gilbert, R. I., 1992, “Shrinkage Cracking in Fully Restrained Concrete Members,” ACI Structural Journal, V. 89, No. 2, Mar.-Apr., pp. 141-149. doi: 10.14359/2917 Gomez, I. R.; Kanvinde, A. M.; Smith, C.; and Deierlein, G. G., 2009, “Shear Transfer in Exposed Column R-18
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解說之參考文獻 Base Plates,” Report Presented to American Institute of Steel Construction, Chicago, IL, Mar., 159 pp. Goto, Y., 1971, “Cracks Formed in Concrete around Deformed Tension Bars in Concrete,” ACI Journal Proceedings, Vol. 68, No. 4, Apr., pp. 244−251. doi: 10.14359/11325 Graybeal, B., 2014, “Lightweight Concrete: Development of Mild Steel in Tension,” Technical Brief No. FHWAHRT-14-030, Federal Highway Administration, Washington, DC. Greene, G., and Graybeal, B., 2013, “Lightweight Concrete: Mechanical Properties,” Report No. FHWA-HRT-13-062, Federal Highway Administration, Washington, DC, 12 pp. Greene, G., and Graybeal, B., 2015, “Lightweight Concrete: Shear Performance,” Report No. FHWA-HRT-15-022, Federal Highway Administration, Washington, DC, 20 pp. Griezic, A., Cook, W. D., and Mitchell, D., 1994, “Tests to Determine Performance of Deformed Welded-Wire Fabric Stirrups,” ACI Structural Journal, Vol. 91, No. 2, Mar.-Apr., pp. 211−220. doi: 10.14359/4597 Grossfield, B., and Birnstiel, C., 1962, “Tests of T-Beams with Precast Webs and Cast-in-Place Flanges,” ACI Journal roceedings, Vol. 59, No. 6, June, pp. 843−851. doi: 10.14359/16709 Grossman, J. S., 1987, “Reinforced Concrete Design,”Building Structural Design Handbook, R. N. White and C. G. Salmon, Eds., John Wiley and Sons, Inc., New York. Grossman, J. S., 1990, “Slender Concrete Structures—The New Edge,” ACI Structural Journal, Vol. 87, No. 1, Jan.- Feb., pp. 39−52. doi: 10.14359/3212 Guimares, G. N., Kreger, M. E., and Jirsa, J. O., 1992, “Evaluation of Joint-Shear Provisions for Interior Beam- Column-Slab Connections Using High Strength Materials,”ACI Structural Journal, Vol. 89, No. 1, Jan.- Feb., pp. 89−98. doi: 10.14359/1299 Gulkan, P., and Sozen, M. A., 1974, “Inelastic Response of Reinforced Concrete Structures to Earthquake Motions,” ACI Journal Proceedings, Vol. 71, No. 12, Dec., pp. 604−610. doi: 10.14359/7110 Guralnick, S. A., and LaFraugh, R. W., 1963, “Laboratory Study of a Forty-Five-Foot Square Flat Plate Structure,” ACI Journal Proceedings, Vol. 60, No. 9, Sept., pp. 1107−1185. doi: 10.14359/7893 Gustafson, D. P., and Felder, A. L., 1991, “Questions and Answers on ASTM A706 Reinforcing Bars,” Concrete International, Vol. 13, No. 7, July, pp. 54−57. doi: 10.14359/51685022 Hale, W. M., and Russell, B. W., 2006, “Effect of Allowable Compressive Stress at Release on Prestress Losses and on the Performance of Precast, Prestressed Concrete Bridge Girders,” PCI Journal, Vol. 51, No. 2, Mar.-Apr., pp. 14−25. doi: 10.15554/pcij.03012006.14.25 Hamad, B. S., Jirsa, J. O., and D’Abreu, N. I., 1993, “Anchorage Strength of Epoxy-Coated Hooked Bars,” ACI Structural Journal, Vol. 90, No. 2, Mar.-Apr., pp. 210−217. doi: 10.14359/4127 Hansell, W., and Winter, G., 1959, “Lateral Stability of Reinforced Concrete Beams,” ACI Journal Proceedings, Vol. 56, No. 3, Sept., pp. 193−214. doi: 10.14359/8091 Hanson, J. A., 1961, “Tensile Strength and Diagonal Tension Resistance of Structural Lightweight Concrete,”ACI Journal Proceedings, Vol. 58, No. 1, July, pp. 1−40. doi: 10.14359/7972 Hanson, N. W., 1960, “Precast-Prestressed Concrete Bridges: Horizontal Shear Connections,” Journal, PCA Research and Development Laboratories, Vol. 2, No. 2, May, pp. 38−58. doi: 10.14359/16708 Hanson, N. W., and Conner, H. W., 1967, “Seismic Resistance of Reinforced Concrete Beam-Column Joints,” Proceedings, ASCE, Vol. 93, No. ST5, Oct., pp. 533−560. doi: 10.14359/19667 Hanson, N. W., and Hanson, J. M., 1968, “Shear and Moment Transfer between Concrete Slabs and Columns,”Journal, PCA Research and Development Laboratories, Vol. 10, No. 1, Jan., pp. 2−16. doi: R-19
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解說之參考文獻 10.14359/19463 Hanson, N. W., and Kaar, P. H., 1959, “Flexural Bond Tests Pretensioned Beams,” ACI Journal Proceedings, Vol. 55, No. 7, Jan., pp. 783−802. doi: 10.14359/11389 Hardisty, J.; Villalobos, E.; Richter, B.; and Pujol, S., 2015 “Lap Splices in Unconfined Boundary Elements,” Concrete International, V. 37, No. 1, Jan., pp. 51-58. Hatcher, D. S., Sozen, M. A., and Siess, C. P., 1965, “Test of a Reinforced Concrete Flat Plate,” Proceedings, ASCE, Vol. 91, No. ST5, May, pp. 205−231. Hatcher, D. S., Sozen, M. A., and Siess, C. P., 1969, “Test of a Reinforced Concrete Flat Slab,” Proceedings, ASCE, Vol. 95, No. ST6, June, pp. 1051−1072. doi: 10.14359/51685284 Hawkins, N. M., 1968, “Bearing Strength of Concrete Loaded through Rigid Plates,” Magazine of Concrete Research, Vol. 20, No. 62, Mar., pp. 31−40. doi: 10.1680/macr.1968.20.62.31 Hawkins, N. M., 1974, “Shear Strength of Slabs with Shear Reinforcement,” Shear in Reinforced Concrete, SP-42, American Concrete Institute, Farmington Hills, MI, pp. 785−815. doi: 10.14359/17306 Hawkins, N. M., 1981, “Lateral Load Resistance of Unbonded Post-Tensioned Flat Plate Construction,” PCI Journal, Vol. 26, No. 1, Jan.-Feb., pp. 94−116. doi: 10.15554/pcij.01011981.94.117 Hawkins, N. M., and Corley, W. G., 1974, “Moment Transfer to Columns in Slabs with Shearhead Reinforcement,” Shear in Reinforced Concrete, SP-42, American Concrete Institute, Farmington Hills, MI, pp. 847−879. Hawkins, N. M., Mitchell, D., and Hanna, S. N., 1975, “The Effects of Shear Reinforcement on Reversed Cyclic Loading Behavior of Flat Plate Structures,” Canadian Journal of Civil Engineering, Vol. 2, No. 4, pp. 572−582. doi:10.1139/l75-052 (Ottawa) Hawkins, N. M., and Ospina, C. E., 2017, “Effect of Slab Flexural Reinforcement and Depth on Punching Strength,” Joint ACI-fib International Symposium on Punching Shear of Structural Concrete Slabs, SP-315, American Concrete Institute, Farmington Hills, MI, pp. 117-140. doi: 10.14359/51700935 Henry, R. E.; Dizhur, D.; Elwood, K. J.; Hare, J.; and Brunsdon, D., 2017, “Damage to Concrete Buildings with Precast Floors During the 2016 Kaikoura Earthquake,” Bulletin of New Zealand Society for Earthquake Engineering, V. 50, No. 2, pp. 174-187. http://www.nzsee.org.nz/db/Bulletin/Archive/50(2)0174.pdf Hirosawa, M., 1977, “Strength and Ductility of Reinforced Concrete Members,” Report No. 76, Building Research Institute, Ministry of Construction, Tokyo, Mar. (in Japanese). Also, data in Civil Engineering Studies, 1978, Structural Research Series No. 452, University of Illinois. doi: 10.14359/19325 Hoehler, M., and Eligehausen, R., 2008, “Behavior and Testing of Anchors in Simulated Seismic Cracks,” ACI Structural Journal, Vol. 105, No. 3, May-June, pp. 348−357. doi: 10.14359/19794 Hsu, T. T. C., 1968, “Torsion of Structural Concrete— Behavior of Reinforced Concrete Rectangular Members,” Torsion of Structural Concrete, SP-18, American Concrete Institute, Farmington Hills, MI, pp. 291−306. doi: 10.14359/17572 Hsu, T. T. C., 1990, “Shear Flow Zone in Torsion of Reinforced Concrete,” Journal of Structural Engineering, ASCE, Vol. 116, No. 11, Nov., pp. 3206−3226. doi: 10.1061/(ASCE)0733-9445(1990)116:11(3206) Hsu, T. T. C., 1997, “ACI Shear and Torsion Provisions for Prestressed Hollow Girders,” ACI Structural Journal, Vol. 94, No. 6, Nov.-Dec., pp. 787−799. doi: 10.14359/9738 Hsu, T. T. C., and Burton, K. T., 1974, “Design of Reinforced Concrete Spandrel Beams,” Proceedings, ASCE, Vol. 100, No. ST1, Jan., pp. 209−229. doi: 10.14359/16866 R-20
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解說之參考文獻 Huq, M. S.; Burgos, E. A.; Lequesne, R. D.; and Lepage, A., 2018, “High-Strength Steel Bars in T-Shaped Concrete Walls,” Eleventh U.S. National Conference on Earthquake Engineering, Los Angeles, CA. Hwang, S., and Moehle, J. P., 2000, “Models for Laterally Loaded Slab-Column Frames,” ACI Structural Journal, Vol. 97, No. 2, Mar.-Apr., pp. 345−353. doi: 10.14359/866 ICBO, 1997, “Uniform Building Code,” Vol. 2, Structural Engineering Design Provisions, International Conference of Building Officials, Whittier, CA, 492 pp. Ichinose, T., 1995, “Splitting Bond Failure of Columns under Seismic Action,” ACI Structural Journal, V. 92, No. 5, pp. 535-541. doi: 10.14359/904 Iguro, M.; Shioya, T.; Nojiri, Y.; and Akiyama, H.; 1985, “Experimental Studies on Shear Strength of Large Reinforced Concrete Beams under Uniformly Distributed Load,” Concrete Library International, Japan Society of Civil Engineers, Tokyo, No. 5, pp. 137-154. doi: 10.2208/jscej.1984.348_175 Ishizuka, T., and Hawkins, N. M., 1987, “Effect of Bond Deterioration on the Seismic Response of Reinforced and Partially Prestressed Concrete Ductile Moment Resistant Frames,” Report SM 87-2, Department of Civil Engineering, University of Washington, Seattle, WA. Ivey, D. L., and Buth, E., 1967, “Shear Capacity of Lightweight Concrete Beams,” ACI Journal Proceedings, Vol. 64, No. 10, Oct., pp. 634−643. doi: 10.14359/7591 Jeanty, P. R., Mitchell, D., and Mirza, M. S., 1988, “Investigation of ‘Top Bar’ Effects in Beams,” ACI Structural Journal, Vol. 85, No. 3, May-June, pp. 251−257. doi: 10.14359/2613 Jirsa, J. O., and Breen, J. E., 1981, “Influence of Casting Position and Shear on Development and Splice Length— Design Recommendations,” Research Report 242-3F, Center for Transportation Research, Bureau of Engineering Research, University of Texas at Austin, Austin, TX, Nov., 50 pp. doi: 10.14359/19469 Jirsa, J. O., Lutz, L. A., and Gergely, P., 1979, “Rationale for Suggested Development, Splice, and Standard Hook Provisions for Deformed Bars in Tension,” Concrete International, Vol. 1, No. 7, July, pp. 47−61. doi: 10.14359/15038 Jirsa, J. O., and Marques, J. L. G., 1975, “A Study of Hooked Bar Anchorages in Beam-Column Joints,” ACI Journal Proceedings, Vol. 72, No. 5, May, pp. 198−200. Jirsa, J. O., Sozen, M. A., and Siess, C. P., 1963, “Effects of Pattern Loadings on Reinforced Concrete Floor Slabs,” Structural Research Series No. 269, Civil Engineering Studies, University of Illinois, Urbana, IL, July. doi: 10.14359/51685300 Jirsa, J. O., Sozen, M. A., and Siess, C. P., 1966, “Test of a Flat Slab Reinforced with Welded Wire Fabric,” Proceedings, ASCE, Vol. 92, No. ST6, June, pp. 199−224. doi: 10.14359/16861 Jirsa, J. O., Sozen, M. A., and Siess, C. P., 1969, “Pattern Loadings on Reinforced Concrete Floor Slabs,” Proceedings, ASCE, Vol. 95, No. ST6, June, pp. 1117−1137. Johnson, L. A., and Jirsa, J. O., 1981, ”The Influence of Short Embedment and Close Spacing on the Strength of Hooked Bar Anchorages,” PMFSEL Report No. 81-2, Department of Civil Engineering-Structures Research Laboratory, University of Texas, Austin, TX, 93 pp. Johnson, M. K., and Ramirez, J. A., 1989, “Minimum Amount of Shear Reinforcement in High Strength Concrete Members,” ACI Structural Journal, Vol. 86, No. 4, July- Aug., pp. 376−382. doi: 10.14359/2896 Johnson, T., and Ghadiali, Z., 1972, “Load Distribution Test on Precast Hollow Core Slabs with Openings,” PCI Journal, V. 17, No. 5, Sept.-Oct., pp. 9-19. doi: 15554/pcij.09011972.9.19 Johnston, D. W., and Zia, P., 1982, “Bond Characteristics of Epoxy-Coated Reinforcing Bars,” Report No. R-21
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