Ductile design of steel structures

Chapter 1. Introduction Chapter 2. Structural Steel Chapter 3. Plastic Behavior at the Cross-Section Level Chapter 4. Concepts of Plastic Analysis Chapter 5. Systematic Methods of Plastic Analysis Chapter 6. Applications of Plastic Analysis Chapter 7. Building Code Seismic Design Philosophy Chapter 8. Design of Ductile Moment-Resisting Frames Chapter 9. Design of Ductile Concentrically Braced Frames Chapter 10. Design of Ductile Eccentrically Braced Frames Chapter 11. Design of Ductile Buckling-Restrained Braced Frames Chapter 12. Design of Ductile Steel Plate Shear Walls Chapter 13. Other Ductile Steel Energy Dissipating Systems Chapter 14. Stability and Rotation Capacity of Steel Beams Index

[1]  Egor P. Popov,et al.  Panel zone flexibility in seismic moment joints , 1987 .

[2]  Abolhassan Astaneh,et al.  Cyclic Behavior of Double Angle Connections , 1989 .

[3]  Robert D. Hanson,et al.  Cyclic Out-of-Plane Buckling of Double-Angle Bracing , 1985 .

[4]  Michel Bruneau,et al.  Cyclic Testing of Existing and Retrofitted Riveted Stiffened Seat Angle Connections , 1996 .

[5]  Subhash C. Goel,et al.  Brace Fractures and Analysis of Phase I Structure , 1989 .

[6]  Michel Bruneau,et al.  ULTIMATE BEHAVIOR OF HEAVY STEEL SECTION WELDED SPLICES AND DESIGN IMPLICATIONS , 1990 .

[7]  Roberto T. Leon,et al.  Cyclic Performance of Riveted Connections , 1994 .

[8]  Subhash C. Goel,et al.  Cyclic Load Behavior of Concrete‐Filled Tubular Braces , 1988 .

[9]  Robert Englekirk.  Extant Panel Zone Design Procedures for Steel Frames Are Questioned , 1999 .

[10]  Ashok K. Jain,et al.  Hysteresis Models for Steel Members Subjected to Cyclic Buckling or Cyclic End Moments and Buckling (User's Guide for Drain-2D: EL9 and EL10) , 1978 .

[11]  Adrianne M Dietrich,et al.  CYCLIC BEHAVIOR OF "AS-BUILT" LACED MEMBERS WITH END GUSSET PLATES ON THE ON THE SAN FRANCISCO-OAKLAND BAY BRIDGE , 1998 .

[12]  Amr S. Elnashai,et al.  Seismic behaviour of semi-rigid steel frames , 1994 .

[13]  Robert D. Hanson,et al.  Axial Hysteretic Behavior of Steel Members , 1976 .

[14]  Kazuo Inoue,et al.  Classification of damage to steel buildings observed in the 1995 Hyogoken-Nanbu earthquake , 1998 .

[15]  Egor P. Popov,et al.  Cyclic Behavior of Large Beam-Column Assemblies , 1985, Engineering Journal.

[16]  Stephen P. Schneider,et al.  Seismic Behavior of Moment‐Resisting Steel Frames: Experimental Study , 1993 .

[17]  Roberto T. Leon,et al.  Seismic Behavior of Older Steel Structures , 1996 .

[18]  W. J. Hall,et al.  Earthquake spectra and design , 1982 .

[19]  Egor P. Popov,et al.  Plastic Shear Hinges in Steel Frames , 1983 .

[20]  Vitelmo V. Bertero,et al.  Evaluation of Strength Reduction Factors for Earthquake-Resistant Design , 1994 .

[21]  Majid. Haj Khan Mirza Sarraf.  Experimental study on cyclic behaviour of riveted stiffened seat angle connections. , 1994 .

[22]  Egor P. Popov,et al.  Shear Links in Eccentrically Braced Frames , 1984 .

[23]  Egor P. Popov,et al.  On Design of Eccentrically Braced Frames , 1989 .

[24]  Egor P. Popov,et al.  CYCLIC BEHAVIOR AND DESIGN OF LINK BEAMS , 1983 .

[25]  M. D. Stefano.  APPROXIMATE STABILITY BOUNDS ON THE SEISMIC FORCE REDUCTION FACTOR , 1999 .

[26]  William Bronson,et al.  The Earth Shook, the Sky Burned , 1971 .

[27]  Ahmed Ghobarah,et al.  Effect of axial forces on the performance of links in eccentrically braced frames , 1990 .

[28]  Robert E. Englekirk.  Steel Structures: Controlling Behavior Through Design , 1994 .

[29]  Robert Tremblay,et al.  SEISMIC IMPACT LOADING IN INELASTIC TENSION‐ONLY CONCENTRICALLY BRACED STEEL FRAMES: MYTH OR REALITY? , 1996 .

[30]  R. Sharpe.  Tentative Provisions for the Development of Seismic Regulations for Buildings , 1994 .

[31]  Edward Cohen,et al.  Minimum Design Loads for Buildings and Other Structures , 1990 .

[32]  Michel Bruneau,et al.  Performance of steel structures during the 1994 Northridge earthquake , 1995 .

[33]  Finley A. Charney,et al.  A technique for evaluating the effect of beam‐column joint deformation on the lateral flexibility of steel frame building structures , 1995 .

[34]  Egor P. Popov,et al.  Cyclic Web Buckling Control for Shear Link Beams , 1986 .

[35]  Michel Bruneau,et al.  Cyclic Testing of Ductile End Diaphragms for Slab-on-Girder Steel Bridges , 1999 .

[36]  MarvinB . Cohen,et al.  LESSONS LEARNED FROM THE NORTHRIDGE EARTHQUAKE , 1994 .

[37]  Egor P. Popov,et al.  ECCENTRICALLY BRACED STEEL FRAMES FOR EARTHQUAKS , 1978 .

[38]  Douglas A. Foutch,et al.  Seismic Testing of Full‐Scale Steel Building—Part II , 1987 .

[39]  若林 実.  Design of earthquake-resistant buildings , 1986 .

[40]  George W. Housner.  Earthquake-Resistant Regulations -- A World List. 1970 [Book Review] , 1971 .

[41]  Michael D. Engelhardt,et al.  Reinforcing of steel moment connections with cover plates: benefits and limitations , 1998 .

[42]  H Krawinkler,et al.  Shear in Beam-Column Joints in Seismic Design of Steel Frames , 1978, Engineering Journal.

[43]  Ahmed Ghobarah,et al.  Cyclic Behavior of Extended End‐Plate Joints , 1992 .

[44]  Kazuhiko Kawashima,et al.  THE SEISMIC RESPONSE OF BILINEAR OSCILLATORS USING JAPANESE EARTHQUAKE RECORDS , 1993 .

[45]  Andrew J. Zekany,et al.  Dogbone connection: Part II , 1996 .

[46]  Tam Larkin,et al.  Northridge earthquake reconnaissance report , 1994 .

[47]  Subhash C. Goel,et al.  Cyclic In‐Plane Buckling of Double Angle Bracing , 1984 .

[48]  Michael D. Engelhardt,et al.  CYCLIC - LOADING PERFORMANCE OF WELDED FLANGE - BOLTED WEB CONNECTIONS , 1993 .

[49]  A. M. Ozell,et al.  Welded interior beam-to-column connections , 1960 .

[50]  Keith Hjelmstad,et al.  Lateral buckling of beams in eccentrically-braced frames , 1989 .

[51]  James M. Ricles,et al.  Composite Action in Eccentrically Braced Frames , 1989 .

[52]  Michel Bruneau,et al.  Seismic design of steel buildings: Lessons from the 1995 Hyogo-ken Nanbu earthquake , 1996 .

[53]  Egor P. Popov,et al.  Experimental Performance of Long Links in Eccentrically Braced Frames , 1992 .

[54]  Egor P. Popov,et al.  Characteristics of eccentrically braced frames , 1984 .

[55]  Rafael Sabelli,et al.  Design of Cross-Braced Frames for Predictable Buckling Behavior , 1999 .

[56]  David Bennett,et al.  The Creation of Bridges , 1999 .

[57]  Egor P. Popov,et al.  Cyclic Behavior of End‐Plate Moment Connections , 1990 .

[58]  Egor P. Popov,et al.  Steel Struts under Severe Cyclic Loadings , 1981 .

[59]  Sheng-Jin Chen,et al.  Ductile Steel Beam-to-Column Connections for Seismic Resistance , 1996 .

[60]  Adrianne M Dietrich,et al.  CYCLIC BEHAVIOR OF LACED AND PERFORATED STEEL MEMBERS ON THE SAN FRANCISCO-OAKLAND BAY BRIDGE , 1999 .

[61]  Egor P. Popov,et al.  Cyclic Yield Reversal in Steel Building Connections , 1969 .

[62]  Bertero,et al.  CYCLIC LOADING OF STEEL BEAMS AND CONNECTIONS , 1973 .

[63]  Ashok Kumar Jain,et al.  Hysteresis Behavior Of Bracing Members And Seismic Response Of Braced Frames With Different Proportions. , 1978 .

[64]  Xxyyzz,et al.  Basic Design Criteria of the Recommended Lateral Force Requirements and Commentary , 1972 .

[65]  E P Popov,et al.  PERFORMANCE OF LARGE SEISMIC STEEL MOMENT CONNECTIONS UNDER CYCLIC LOADS , 1989 .

[66]  Oday Flaih Hassan.  Modeling of bracing members and seismic behavior of concentrically braced steel structures. , 1991 .

[67]  Taijiro Nonaka.  Elastic-Plastic Bar Under Changes in Temperature and Axial Load , 1989 .

[68]  A. Ghobarah,et al.  Behaviour of bolted link-column joints in eccentrically braced frames , 1995 .

[69]  R. G. Redwood,et al.  Earthquake resistant design of concentrically braced steel frames , 1991 .

[70]  Egor P. Popov,et al.  Seismic Panel Zone Design Effect on Elastic Story Drift in Steel Frames , 1990 .

[71]  Hiroshi Akiyama,et al.  Seismic Design of Steel Buildings , 1982 .

[72]  Vitelmo V. Bertero,et al.  Performance of steel building structures during the Northridge Earthquake , 1994 .

[73]  Egor P. Popov,et al.  Design considerations for shear links in eccentrically braced frames , 1983 .

[74]  David J. Fielding,et al.  Steel Frame Analysis and Connection Shear Deformation , 1973 .

[75]  Ahmad M. Itani,et al.  Seismic-Resistant Special Truss-Moment Frames , 1994 .

[76]  Taijiro Nonaka,et al.  FORMULATION OF INELASTIC BAR UNDER REPEATED AXIAL AND THERMAL LOADINGS , 1987 .

[77]  Henry J. Degenkolb,et al.  Lateral Forces of Earthquake and Wind , 1952 .

[78]  Egor P. Popov,et al.  General Behavior of WF Steel Shear Link Beams , 1986 .

[79]  D. S. Dugdale,et al.  Introduction to the Mechanics of Solids , 1967 .

[80]  Egor P. Popov,et al.  On seismic steel joints and connections , 1989 .

[81]  Egor P. Popov,et al.  Experimental Performance of Seismic Steel Beam-Column Moment Joints , 1995 .

[82]  Eric DeLony.  Landmark American Bridges , 1993 .

[83]  Kazuhiko Kawashima,et al.  RESIDUAL DISPLACEMENT RESPONSE SPECTRUM AND ITS APPLICATION , 1994 .

[84]  Vitelmo V. Bertero,et al.  Shear Behavior of Steel Frame Joints , 1975 .

[85]  H. I. Epstein,et al.  Earthquake resistant building design and construction , 1981 .

[86]  F. C. Kunz.  Design of steel bridges : theory and practice for the use of civil engineers and students , 1915 .

[87]  Parviz Soroushian,et al.  Hysteretic Modeling of Steel Struts: Refined Physical Theory Approach , 1990 .

[88]  Michel Bruneau,et al.  Full-scale tests of butt-welded splices in heavy-rolled steel sections subjected to primary tensile stresses , 1991 .

[89]  Gregory A. MacRae,et al.  P-Δ Effects on Single-Degree-of-Freedom Structures in Earthquakes , 1994 .

[90]  Andrew S. Whittaker,et al.  A Critical Review of Current Approaches to Earthquake Resistant Design , 1995 .

[91]  Gregory A. MacRae,et al.  The seismic response of steel frames , 1989 .

[92]  L. G. Jaeger,et al.  Dynamics of structures , 1990 .

[93]  Douglas A. Foutch,et al.  Experimental Results for Seismic Resistant Steel Moment Frame Connections , 1996 .

[94]  Susan S. Suarez,et al.  Appendix C , 1977, Annals of the ICRP.

[95]  Donald Friedman.  Historical Building Construction: Design, Materials, and Technology , 1995 .

[96]  Charles W. Roeder,et al.  Predicted Ductility Demands for Steel Moment Resisting Frames , 1989 .

[97]  David Bonowitz,et al.  A survey of steel moment-resisting frame buildings affected by the 1994 Northridge Earthquake , 1995 .