¶ 鋼構造建築物鋼結構設計技術規範｜容許應力設計法｜參考文獻
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文件性質：鋼結構設計規範及解說
版本：96年6月11日訂定；99年9月16日台內營字第0990807042號令修正第13.2點。
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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鋼結構容許應力設計法 參考文獻 American Institute of Steel Construction (1978), Specification for the Design, Fabrication and Erection of Structural Steel for Buildings, Chicago, Ill. American Institute of Steel Construction (1986), Manual of Steel Construction - Load & Resistance Factor Design. American Association of State Highway and Transportation Officials (1977), Standard Specification for Highway Bridges . American National Standards Institute (1982), Minimum Design Loads for Buildings and Other Structures ANSI . American Welding Bureau (1931), Report of Structural Welding Committee. American Society of Civil Engineers (1971), Plastic Design in Steel-A Guide and a Commentary ASCE Manual 41, 2nd Ed. Austin, W. J. (1961), Strength and Design of Metal Beam-Columns ASCE Journal of the Structural Division, Vol. 87, No. ST4, April. American Society of Civil Engineers (1979), Structural Design of Tall Steel Buildings. American Institute of Steel Construction (1973),Commentary on Highly Restrained Welded Connections AISC Engineering Journal, 2nd Qtr. AISE, (1979), Guide for the Design and Construction of Mill Buildings, ASCE Technical Report No.13. AISC (1990), “Specifications of Seismic Provisions for Structural Steel Buildings”, American Institute of Steel Constructions. ASCE (1992), “Minimum Design Loads for Buildings and Other Structures”, American National Standards Insti-tute, Inc., New York, NY. Joint ASCE-AAHSO Committee on Flexural Members (1968), “Design of Hybrid Steel Beams”, Report of Subcommittee 1, Journal of the Structural Division, ASCE, Vol. 94, No. ST6. Applied Technology Council (1996), “Guidelines for Cyclic Seismic Testing of Components of Steel Structures”, ATC-24, Redwood City, CA. Basler K. (1961), “Strength of Plate Girders in Shear”, ASCE Journal of the Structural Division, Vol. 104, No. ST9, October. Basler, K., Yen, B.T., Mueller, J. A. and Thurlimann, B. (1960), “Web-buckling Tests on Welded Plate Girders”, Welding Research Council Bulletin No. 64. Basler, K. (1961), “Strength of Plate Girders Under Combined Bending and Shear”, Journal of the Structural Division, ASCE, Vol. 87, No. ST7. Basler, K. and Thurlimann, B. (1963), “Strength of Plate Girders in Bending”, Journal of the Structural Division, ASCE, Vol. 89, No. ST4. Bergfelt, A. (1971), Studies and Tests on Slender Plate Girders Without Stiffeners March. Bendigo, R. A., Handsen R. H. and Rumpf J. L. (1963), Long-bolted Joints ASCE Journal of the Structural Division, Vol. 89, No. ST6, December. Birkemoe, P. C. and Gilmor M. I. (1978), “Behavior of Bearing Critical Double-angle Beam Connections”, AISC Engineering Journal, 4th Qtr. R-1
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鋼結構容許應力設計法 Bleich, F. (1952), “Buckling Strength of Metal Structures”, McGraw-Hill Book Co. Bigos, J., Smith, G. W. Ball E. F.and Foehl P. J. (1954), Shop Paint and Painting Practice AISC National Engineering Conference, Proceeding, Bridge, P. Q. and Roderick J. W.(1978),”Behavior Of Built-up Composite Columns”, ASCE Journal of the Structural Division, Vol. 104, No. ST7, July, pp 1,141-1,165. Beedle, L. S. and Tall L. (1960), “Basic Column Strength ASCE Journal of the Structural Division”, Vol. 86, No. ST7, July. Bjorhovde, R. and Tall, L. (1971), “Maximum Column Strength and the Multiple Column Curve Concept”, Rep. No.337. 29, Lehigh University, Fritz Eng. Lab., Bethlehem, Pa., October. Bleich, F. (1952), “Buckling Strength of Metal Structures”, McGraw-Hill Book Co. . Brockenbrough, R.L.(1983), “Considerations in the Design of Bolted Joints for Weathering Steel”, AISC Engineering Journal, 1st Qtr.,P.40 , Chicago, Ill. Bruneau, M., Mahin, S.A. and Popov, E.P. (1987), “Ultimate Behavior of Butt Welded Splices in Heavy Rolled Steel Sections”, Report No. UCB/EERC-87/10, Earthquake Engineering Research Center, Univerrsity of California, Berkeley, CA, . Baker, J.P. (1969), “Variations in the Mechanical Properties of Structural Steel”, Final Report, Symposium on Concepts of Safety of Structures and Methods of Desig, IABSE, London, Sept. Chopra, A. K. and Newmark, N. M. (1980), “Design of Earthquake Resistant Structures “, John Wiley and Sons, Inc., New York, N.Y. . Cooper, P. B., et al (1978), “LRFD Criteria for Plate Girders”, ASCE Journal of the Structural Division, Vol. 104, No. ST9, September. Cheong-Siat Moy, F., Ozer, E. and Lu, L.W. ( 1977), “Strength of Steel Frames Under Gravity Loads”, ASCE Journal of the Structural Division, Vol. 103, No. ST6, June. Canadian Standards Association Steel Structures for Buildings (1974), Appendices G, H and I CSA S16.1-1974, Rexdale, Ontario, Canada, Chajes, A. and Winter, G. (1965), “Torsional Flexural Bucklingof Thin-Walled Members”, Journal of the Structural Division, ASCE, Vol.91, No. ST4, August. Chen, S.J.,Yeh, J.H. and Chu, J.M. (1996), “Ductile Steel Beam-to-Column Connections” for Seismic Resistance” Structural Journal, ASCE. Chen,S.J. and Wang ,W. C. (1999), “Moment Amplification Factor for P-δ Effect of Steel Beam-Column. “, ASCE Journal of Structural Engineering. Chen,W.F. and Newlin,D.E (1973), “Column Web Strength in Beam-to-Column Connections” Journal of the Structural Division, ASCE, 99, ST9. Chen,W.F. and Oppenhein,I.J.(1974) , “Web Buckling Strength of Beam-to-Column Connections” Journal of the Structural Division, ASCE, 100, ST1. Disque, R. O. (1973), “Inelastic K-Factor in Design”, AISC Engineering Journal, 2nd Qtr. Daniels, J. H. and Lu L. W. (1972), Plastic Subassemblage Analysis for Unbraced Frames”, ASCE Journal of the Structural Division, Vol. 98, No. ST8, August. Darwin, D.(1990), “Design of Steel and Composite Beams with Web Openings”, AISC Steel Design Guide Series, No. 2. R-2
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鋼結構容許應力設計法 Ellingwood, B., et al(1980), “Development of a Probability Based Load Criterion for American National Standard A58 Building Code Requirements for Minimum Design Loads in Buildings and Other Structures” ,Special Publication 577, National Bureau of Standards, June . Elgaaly, M. 1983, “Web Design under Compressive Edge Loads”, AISC Engineering Journal, 4th Qtr. Easterling, W. S. and L. Gonzales(1993), “Shear Lag Effects in Steel Tension Members”, Engineering Journal, AISC, Vol. 30, No. 2, 2nd Quarter. Engelhardt, M.D. and Popov, E.P. (1989), Behavior of Long Linksin Eccentrically Braced Frames”, Report No.UCB/EERC-89/01,Earthquake Engineering Research Center, University of California, Berkeley, CA,. Engelhardt, M.D. and Popov, E.P.(1989), “On Design of Eccentrically Braced Frames”, Earthquake Engineering Research Institute, E1 Cerrito, CA, Earthquake Spectra, Vol. 5, No.3, August. Engelhardt, M.D., Winneberger,T., Zekany, A., & Potyraj, T.J. (1996), “The Dogbone Connection” Modern Steel Construction, AISC, August. Fisher, J. W. and Struik J. H. A. (1974), “Guide to Design Criteria for Bolted and Riveted Joints”,John Wiley and Sons, Inc., New York, N.Y. Freeman, F.R.(1930), “The Strength of Arc-welded Joints”, Proc. Inst. Civil Engineers 231, London, England. Fisher, J. W., Galambos, T.V. Kulak G. L. and Ravindra M. K. (1978), “Load and Resistance Factor Design Criteria for Connectors” ,ASCE Journal of the Structural Division, Vol. 104, No. ST9, September . Fisher, J. W., Frank, K. H. Hirt , M. A.and McNamee, B. M. (1970), “Effect of Weldments on the Fatigue Strength of Beams”, National Cooperative Highway Research Program, Report 102. Fisher, J. W., Albrecht, P. A. Yen, B. T. Klingerman, D. J. and MchNamee, B. M. (1974), “Fatigue Strength of Steel Beams with Welded Stiffeners and Attachments” ,National Cooperative Highway Research Program, Report 147. Frank, K. H. and Yura, J. A. (1981), “An Experimental Study of Bolted Shear Connections “,FHWA/RD-81/148, December. Preece, F.R. (1968), “AWS-AISC Fillet Weld Study-Longitudinal and Transverse Shear Tests”, Testing Engineers, Inc. Foutch, D.A. (1989), “Seismic Behavior of Eccentrically Braced Steel Buildings”, ASCE Journal of Structural Engineering, Vol.115, No.8. Galambos, T. V. (1978), “Proposed Criteria for Load Resistance Factor Design of Steel Building Structures” ,Resarch Report No. 45, Civil Engineering Dept., Washington Univ, St. Louis, Mo. Galambos, T. V. (1980) , “Reliability of Axially Loaded Columns” , Washington Univ., Dept, of Civil Engineering. St. Louis, Mo. Galambos, T. V. and Ravindra, M. K. (1973), “Tentative Load and Resistance Factor Design Criteria for Steel Buildings”, Research Report No.18, Washington Univ., Dept. of Civil Engineering, St. Louis, Mo., September. Galambos, T. V. and Chapuis, J. (1980), “LRFD Criteria for Composite Columns and Beam Columns” ,Revised Draft, December. Washington Univ., Dept. of Civil R-3
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鋼結構容許應力設計法 Engineering, St. Louis, Mo. Grant, J. A., Jr., Fisher J. W.and Slutter R. G. (1977), “Composite Beams With Formed Steel Deck”, ASIC Engineering Journal, 1st Qtr. Gibson, G. T. and Wake, B. T. (1942), “An Investigation of Welded Connections for Angle Tension Members”, AWS, The Welding Journal, January. Galambos,T.V. (1960), “Influence of Partial Base Fixity on Frame Stability” ,ASCE Journal of the Structural Division, Vol. 86, No. ST5,. Galambos,T.V. (1968),”Structural Members and Frames”, Prentice-Hall, Englewood Cliffs, N. J. Galambos, T. V., et al, “Structural Deflections: A Literature and State of the Art Survey “,National Bureau of Standards Building Science Series 47, Washington, D.C. Galambos, T. V. (1988), “Structural Stability Research Council Guide to Stability Design Criteria for Metal Structures”, 4th Edition. John Wiley & Sons, New York. Galambos, T. V. and Ravindra M. K.(1976), “Load and Resistance Factor Design Criteria for Steel Beams” , Research Report No. 27, Washington Univ., Dept. of Civil Engineering, St. Louis, Mo., February . Galambos, T. V. and Ravindra M. K.(1978), “Properties of Steel for Use in LRFD”, ASCE Journal of the Structural Division, Vol. 104, No. ST9, September. Galambos, T.V., Ellingwood, B. Mac Gregor J. G. and Cornell, C. A.(1982), “Probability Based Load Criteria: Assessment of Current Design Practice “ ASCE Journal of the Structural Division, Vol. 108, No. ST5, May. Goble, G. G. (1968), “Shear Strength of Thin Flange Composite Specimens” , AISC Engineering Journal, April, Chicago, Ill. Galambos, T.V. and Ravindra, M.K.(1978), “Properties of Steel for Use in LRFD”, J. of Structural Div. ASCE, Vol. 104. Hall. Dann H.(1981) , “Proposed Steel Column Strength Criteria” , ASCE Journal of the Structural Division, Vol. 107, No. ST4, April. Hansell, W. C., Galambos T. V. Ravindra M. K.and Viest I. M.(1978), “Composite Beam Criteria in LRFD”, ASCE Journal of the Structural Division, Vol. 104, No. ST9, September. Hardash, S. and Bjorhovde R. (1985), “New Design Criteria for Gusset Plates in Tension “ ,AISC Engineering Journal, 2nd Qtr., Chicago, Ill.(p.77). Hielmstad, K. D. and Popov, E.P.(1983), “Cyclic Behavior and Design of Link Beams”, Journal of the Structural Division, Vol. 109, No. 10, American Society of Civil Engineer, October. International Organization for Standardization(1974), “Guide for the Evaluation of Human Exposure to Whole-Body Vibration” ,Document ISO 2631, September. Iwankiw, N.(1984), “Note on Beam-Column Moment Amplification Factor” , AISC Engineering Journal, 1st Qtr., 1984, Chicago, Ill. (p.21). ICBO, (1991),”Uniform Building Code”, International Conference of Building Officials, Whittier, CA. Iwankiw, N.R., and Carter, C.J.(1996), “he Dogbone: A New Idea to Chew On” Modern Steel Construction, AISC, April. Johnston, B. G.(1976), “Guide to Design Criteria for Metal Compression R-4
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鋼結構容許應力設計法 Members” ,3rd. Ed., Structural Stability Research Council, John Wiley and Sons, New York, N.Y. Jones, J. (1940) , “StaticTests on Riveted Joints”, Civil Engineering, May. Johnston, B. G. and Green L. F. (1940), “Flexible Welded Angle Connections” The Welding Journal, October. Joints for Weathering Steel AISC Engineering Journal, 1st Qtr. (1983), Chicago, Ill (p.40). Graham, J. D. Sherbourne, A. N. Khabbaz, R. N. and Jensen C. D. (1959), “Welded Interior Beam-to-Column Connections”. New York: American Institute of Steel Construction, Inc. Regec, J.E. Huang, J.S.and Chen.W.F. (1973),”Test of Fully-Welded Beam-to-Column Connection”, WRC Bulletin 188, Welding Research Council , New York, October, 24-35. Kitipornchai, S. and Trahair N. S. (1980),”Buckling Properties of Monosymmetric I-Beams “ ASCE Journal of the Structural Division, Vol. 109, No. ST5, May. Kanchanalai, T. and Lu L. W. (1979), “Analysis and Designof Framed Columns Under Minor Axis Bending” ,AISC Engineering Journal, 2nd Qtr. Kanchanalai, T. (1977), The Design and Behavior of Beam-columns in Unbraced Steel Frames” , AISI Project No.189, Report No.2, Civil Engineering/Structures Research Lab, Univ. of Texas-Austin, October. Ketter, R.L. (1961), “Further Studies of the Strength of Beam Columns “,ASCE Journal of the Stru-tural Division, Vol. 87, No. ST6, August . Keating, P. B. and Fisher J. W. (1985), “Review of Fatigue Tests and Design Criteria on Welded Details” , NCHRP Project 12-15(50), October. Kishi, N. and Chen W. F. (1986), “Data Base of Steel Beam-to-Column Connections”, School of Civil Engineering, Purdue University. Kasai, K. and Popov, E.P.(1986), “Cyclic Web Buckling Control for Shear Link Beams”, Journal of Structural Engineering, ASCE, Vol. 112, No.3, March, pp.505- 523. Kasai, K. and Popov, E.P.(1986), “A Study of Seismically Resistant Eccentrically Braced Frames”, Report No.UCB/EERC-86/01,Earthquake Engineering Research Center, University of California, Berkeley, USA. Krawinkler, H.(1978), “Shear in Beam-Column Joints in Seismic Design of Steel Frames”, Engineering Journal, AmericanInstitute of Steel Construction, Chicago, IL, Vol.15 . Krawinkler, H., Bertero, V.V. and Popov, E.P.(1975), “Hysteresis Behavior of Steel Columns”, Report No. UCB/EERC-75/11, Earthquake Engineering Research Center, University of California, Berkeley, CA, Kasai, K. and Popov, E.P.(1986), “General Behavior of WF Steel Link Beams”, Journal of the Structural Division, Vol. 112, No. 2, American Society of Civil Engineers, February . Knudsen, K.E., Young, C.H. Johnston B.G.and Beedle L.S. (1953),”Plastic Strength and Deflection of Continuous Beams”, Welding J. Research Supplement . Lim, L. C. and Lu L. W. (1970) , “The Stength and Behavior of Laterally Unsupported Columns “ ,Fritz Engineering Laboratory Report No. 329.5, Lehigh R-5
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鋼結構容許應力設計法 Univ., Bethlehem, Pa., June. LeMessurier, W. J., McNamara R.J. and Scrivener J. C. (1974), “Approximate Analytical Model for Multi-Story Frames”, AISC Engineering Journal, 4th Qtr. LeMseeurier, W. J.(1976) , “A Practical Method of Second Order Analysis. Part 1-Pin- jointed Frames “ AISC Engineering Journal, 4th Qtr. LeMessurier, W. J.(1977), “A Practical Method of Second Order Analysis, Part 2- Rigid Frames “,AISC Engineering Journal, 2nd Qtr. Lu, L. W., E., Ozer, J. H. Daniels, Okten O. S. Morino S. (1977),”Strength and Drift Characteristics of Steel Frames” ,ASCE Journal of the Structural Dicision Vol. 103, No. ST11, November . Liapunow, S.(1974), “Ultimate Load Studies of Plane Multi-story Steel Rigid Frames “, ASCE Journal of the Structural Division, Vol. 100, No. ST8, Proc. Paper 10750, August . Lu, Le-Wu (1967), “Design of Braced Multi-story Frames by the Plastic Method”, AISC Engineering Journal, January. Lee, G. C., Morrell M. L. and Ketter R. L. (1972), “Design of Tapered Members”, WRC Bulletin No.173, June. Liu, Z. and Goel, S.C.(1987), “Investigation of Concrete Filled Steel Tubes under Cyclic Bending and Buckling”,UMCE Report 87-3,University of Michigan, Ann Arbor, MI, Libby, J.R.(1982), “Eccentrically Braced Frame Construction - A Case History”, Engineering Journal, American Institute of Steel Construction, Chicago, IL, Vol.18, No.9, American Society of Civil Engineers, September . LA County(1996), “County of Los Angeles Current Position on the Design and Construction of Welded Moment Resisting Frame Systems (WMRF) “ Massonnet, C.(1959), “Stability Consideration in the Design of Steel Columns”, J. of Structural Division, ASCE, Vol. 85, No.9 . Marino, F. J.(1966), “Ponding of Two-way Roof Systems” ,AISC Engineering Journal, July . Morrell, M. L. and Lee G. C. (1974), “Allowable Stress for Web-tapered Beams with Lateral Restraints ,WRC Bulletin No. 192, February . Munse, W. H. and Chesson, E.Jr. (1963), “Riveted and Bolted Joints: Net Section Design “,ASCE Journal of the Structural Division, Vol. 89, No. ST1, February . Murray, T. M.(1975), “Design to Prevent Floor Vibration” ,AISC Engineering Journal, 3rd Qtr., Chicago, Ill.(p.82). Murray,T. M.(1981), “Acceptability Criterion for Occupant-induced Floor Vibrations “ AISC Engineering Journal, 2nd Qtr., Chicago, Ill.(p.62). Malley, J.O. and Popov, E.P.(1983), “Design Considerations for Shear Links in Eccentrically Braced Frames”, Report No.UCB/EERC-83/24,Earthquake Engineering Research Center, University of California, Berkeley, CA. Merovich, A. T., Nicoletti, J.P. and Hartle, E.(1982), “Eccentric Bracing in Tall Buildings,” Journal of the Structural Division, Vol. 108, No.9, American Society of Civil Engineers, September . Ollgaard, J. G., Slutter R. G. and Fisher J. W. (1971), “Shear Strength of Stud Connectors in Light Weigth and Normal Weight Concrete” ,AISC Engineering R-6
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鋼結構容許應力設計法 Journal, April . Popov, E. P.(1980), “An Update on Eccentric Seismic Bracing” AISC Engineering Journal, 3rd Qtr. Popov, E. P. and Stephen R. M. (1977),”Capacity of Columns with Splice Imperfections” ,AISC Engineering Journal, 1st Qtr. Popov, E.P., Amin, N.R., Louie, J.C. and Stephan, R.M.(1986),”Cyclic Behavior of Large Beam-Column Assemblies”, Engineering Journal, AISC Volume 23, No. 1 . Popov, E.P. and Tsai, K.C.(1989), “Performance of Large Seismic Steel Moment Connections under Cyclic Loads”, Engineering Journal, American Institute of Steel Constructions, Vol.26,No.2 . Popov, E.P.and Stephen, R.M.(1977),”Tensile Capacity of Partial Penetration Welds”, Journal of the Structural Division, Amerincan Society of Civil Engineers, Vol.103, No. ST9,September . Popov, E.P., Engelhardt, M.D. and Ricles, J.M.(1989), “Eccentrically Braced Frames: U..S. Practice”, Engineering Journal, American Institute of Steel Construction, Chicago, IL., Vol. 26, No. 2. Plumier, A(1994), “Behavior of Connection”,Journal of Constructional Steel Research,29,P95-119 . Ravindra, M.K. and Galambos T.V. (1978), “Load and Resistance Factor Design for Steel “, ASCE Journal of the Structural Division, Vol. 104, No.ST9, September 8. Ross, D. A. and Chen W. F. (1975), “Design Criteria for Steel I-Columns Under Axial Load and Biaxial Bending”, Fritz Engineering Laboratory Report No. 389.6/393.3A, Lehigh Univ., Bethlehem, Pa., August . Research Council on Riveted and Bolted Structural Joints Specification for Structural Joints Using ASTM A325 or A490 Bolts (1980) . Rao, N. R. N. Lohrmann M. and Tall L. (1966), “Effect of Strain Rate on the Yield Stress of Structural Steels Journal of Materials”, Vol. 1, No. 1, ASTM, March . Roberts,T.M.(1981), “Slender Plate Girders Subjected to Edge Loading”, Proceedings of Institute of Civil Engineers, Part 2, 71, September. Research Councilon Riveted and Bolted Structural Joints Specification for Structural Joints Using ASTM A325 or A490 Bolts Load and Resistance Factor Design. (1978) Ricles,J.M. and Yura J. A. (1983), “Strength of Double-row Bolted Web Connections “ ,ASCE Journal of the Structural Division, Vol. 109, No. ST1, January . Roeder, C.W. and Popov, E.P.(1978), “Cyclic Shear Yielding of Wide Flange Beams”, Journal of the Engineering Mechanics Division, ASCE, Vol.104, No.EM4, August . Roeder, C.W. and Popov, E.P.(1978), “Eccentrically Braced Frames for Earthquakes”, Journal of the Structural Division, Vol.104, No.3, American Society of Civil Engineers, March . Ricles, J.M. and Popov, E.P.(1987), “Dynamic Analysis of Seismically Resistant Eccentrically Braced Frames”, Report No.UCB/EERC-87/107 , Earthquake Engineering Research Center, University of California, Berkeley, CA . Sherman, D. R.(1976), “Tentative Criteria for Structural Applications of Steel Tubing and Pipe”, American Iron and Steel Institute, Washingon, D.C.. R-7
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鋼結構容許應力設計法 Springfield, J. (1975), “ Design of Columns Subject to Biaxial Bending “, AISC Engineering Journal, 3rd Qtr. SSRC Task Group 20(1979) , “A Specificaiton for the Design of Steel-Concrete Composite Columns “, AISC Engineeing Journal, 4th Qtr. Slutter, R. G. and Driscoll G. C. (1965), “Flexural Strength of Steel-concrete Composite Beams” , ASCE Journal of the Structural Division, Vol. 91, No. ST2, April. Springfield, J. and Adams P. F. (1972), “Aspects of Column Design in Tall Steel Buildings “, ASCE Journal of the Structural Division, Vol. 98, No. ST5, May . Steel Structures Painting Council Steel Structures Painting Manual, Vol. 2, Systems and Specifications Pittsburgh, Pa. Sherman, D. R. and Tanavde A. S. (1984), “Comparative Study of Flexural Capacity of Pipes”, Civil Engineering Department Report, Univ. of Wisconsin-Milwaukee, March . Stang, A. H. and Jaffe B. S. (1984), “Perforated Cover Plates for Steel Columns” Research Paper RP 1861, National Bureau of Standards. Mau,S.T. (1979), “The Development of A Velocity Risk Mapof Taiwan for Seismic Resistant Design of Buildings”, Journal of the Chinese Institute of Engineers, vol.2 No.2, pp.135-141 . Shanley, F.R.(1947), “Inelastic Column Theory”, J.Aeronaut. Sci., Vol.14, No.5, P.216 . Stang, A.H. and Jaffe, B.S.(1984), “Perforated Cover Plated for Steel Columns”, Research Paper Rp 1861, National Bureauof Standards . Sherman, D.R.(1976), “Tentative Criteria for Structural Applications of Steel Tubing and Pipe”, American Iron and Steel Institute, Washington, D.C., August . SEAOC (1990), “Recommended Lateral Force Requirements”,Seismology Committee, Structural Engineers Association of California, Sacramento/ San Francisco/Los Angeles, AC . SAC (1995)”Interim Guidelines,Evaluation Repair Modificaation and Design of Steel Moment Frames”, Federal Emergency Management Agency, Report No.SAC-95-02 . Tentative Provisions for the Development of Seismic Regulations for Buildings ATC Publication 3-06, June 1978. Timoshenko, S. P. and Gere J. M. (1961), “ Theory of Elastic Stability” ,McGraw-Hill Book Co. Tide, R. H. R.(1985) , Reasonable Column Design Equations Annual Technical Session of Structural Stability Research Council, April 16-17 . Tang, X. and Goel, S.C.(1987), “Seismic Analysis and Design Considerations of Braced Steel Structures”, UMCE Report 87-4,University of Michigan, Ann Arbor, MI . Tang, X. and Goel, S.C.(1989), “Brace Fractures and Analysis of Phase I Structure”, Journal of Structural Engineering, ASCE, Vol.115, No.8, August . Tsai, K.C.and Popov, E.P.(1990), “Seismic Panel Zone Design Effecton Elastic Story Drift in Steel Moment Resisting Frames”, Journal of Structural Engineering, ASCE, Vol.116, No.12, December . Tsai,K.C.and Popov,E.P.(1996),”Seismic Steel Beam-to-Column Moment Connections”, SAC Report. R-8
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