[1] THORBURN L J,KULAK G L,MONTGOMERY C J.Analysis of Steel Plate Shear Walls[R].Edmonton:University of Alberta,1983.
[2]刘建彬.防屈曲支撑及防屈曲支撑钢框架设计理论研究[D].北京:清华大学,2005.
LIU Jian-bin.Research on the Design Theory of Buckling-restrained Braces and Buckling-restrained Braced Frames[D].Beijing:Tsinghua University,2005.
[3]董全利.防屈曲钢板剪力墙结构性能与设计方法研究[D].北京:清华大学,2007.
DONG Quan-li.Studies on Structural Behavior and Design Method of Buckling-restrained Steel Plate Shear Wall[D].Beijing:Tsinghua University,2007.
[4]SABOURI-GHOMI S,GHOLHAKI M.Ductility of Thin Steel Plate Shear Walls[J].Asian Journal of Civil Engineering:Building and Housing,2008,9(2):153-166.
[5]JGJ 99-98,高层民用建筑钢结构技术规程[S].
JGJ 99-98,Technical Specification for Steel Structure of Tall Buildings [S].
[6]ASTANEH-ASL A.Seismic Behavior and Design of Steel Plate Shear Walls[R].Berkeley:University of California,2001.
[7]陈国栋,郭彦林,范 珍,等.钢板剪力墙低周反复荷载试验研究[J].建筑结构学报,2004,25(2):19-26.
CHEN Guo-dong,GUO Yan-lin,FAN Zhen,et al.Cyclic Test of Steel Plate Shear Walls[J].Journal of Building Structures,2004,25(2):19-26.
[8]ROBERTS T M.Seismic Resistance of Steel Plate Shear Walls[J].Engineering Structures,1995,17(5):344-351.
[9]CAN/CSA-S16-01,Limit States Design of Steel Structures[S].
[10]FEMA 450,Recommended Provisions for Seismic Regulations for New Buildings and Other Structures[S].
[11]缪友武.两侧开缝钢板剪力墙结构性能研究[D].北京:清华大学,2004.
MIAO You-wu.The Investigation to Structural Behavior of Steel Plate Shear Wall Slotted at Two Edges[D].Beijing:Tsinghua University,2004.
[12]郭彦林,缪友武,董全利.全加劲两侧开缝钢板剪力墙弹性屈曲研究[J].建筑钢结构进展,2007,9(3):58-62.
GUO Yan-lin,MIAO You-wu,DONG Quan-li.Elastic Buckling Behavior of Stiffened Steel Plate Shear Walls Slotted at Two Edges[J].Progress in Steel Building Structures,2007,9(3):58-62.
[13]NAKASHIMA M,AKAWAZA T,TSUJI B.Strain-hardening Behavior of Shear Panels Made of Low-yield Steel Ⅱ:Model[J].Journal of Structural Engin-eering,1995,121(12):1750-1757.
[14]VIAN D.Steel Plate Shear Walls for Seismic Design and Retrofit of Building Structures[D].Buffalo:The State University of New York at Buffalo,2005.
[15]BERMAN J W,BRUNEAU M.Experimental Investigation of Light-gauge Steel Plate Shear for the Seismic Retrofit of Buildings[R].Buffalo:Multidisciplinary Center for Earthquake Engineering Research,2003.
[16]郭彦林,郑浩然.彩板波形拱壳屋面结构折曲屈曲试验研究[J].工业建筑,1997,27(11):30-33.
GUO Yan-lin,ZHENG Hao-ran.Crinkle Collapse Mode of Arch Roof Structure with Color Corrugated Steel Sheet Section[J].Industrial Construction,1997,27(11):30-33.
[17]HITAKA T,MATSUI C.Experimental Study on Steel Shear Wall with Slits[J].Journal of Structural Engineering,2003,129(5):586-595.
[18]蒋 路.带缝钢板剪力墙试验报告[R].上海:同济大学,2008.
JIANG Lu.Test of Steel Plate Shear Wall with Slits[R].Shanghai:Tongji University,2008.
[19]曹春华,郝际平,王迎春,等.开缝薄钢板剪力墙低周反复荷载试验研究[J].西安建筑科技大学学报:自然科学版,2008,40(1):46-52.
CAO Chun-hua,HAO Ji-ping,WANG Ying-chun,et al.Cyclic Test of Thin Steel Plate Shear Wall with Slits[J].Journal of Xi'an University of Architecture & Technology:Natural Science Edition,2008,40(1):46-52.
[20]魏德敏,温沛纲,卞宗舒.新型带缝钢板剪力墙的试验研究及其数值模拟[J].地震工程与工程振动,2006,26(1):129-133.
WEI De-min,WEN Pei-gang,BIAN Zong-shu.Ex-perimental Investigation and Simulation Analysis of New Steel Plate Shear Walls with Slits[J].Earthquake Engineering and Engineering Vibration,2006,26(1):129-133.
[21]ASTANEH-ASL A.Seismic Behavior and Design of Composite Steel Plate Shear Walls[R].Berkeley:University of California,2002.
[22]ZHAO Q H,ASTANEH-ASL A.Cyclic Behavior of Traditional and Innovative Composite Shear Walls[J].Journal of Structural Engineering,2004,130(2):271-284.
[23]郭彦林,董全利,周 明.防屈曲钢板剪力墙滞回性能理论与试验研究[J].建筑结构学报,2009,30(1):31-39.
GUO Yan-lin,DONG Quan-li,ZHOU Ming.Tests and Analysis on Hysteretic Behavior of Buckling-restrained Steel Plate Shear Walls[J].Journal of Building Structures,2009,30(1):31-39.
[24]郭彦林,董全利,周 明.防屈曲钢板剪力墙弹性性能及混凝土盖板约束刚度研究[J].建筑结构学报,2009,30(1):40-47.
GUO Yan-lin,DONG Quan-li,ZHOU Ming.Elastic Behavior and Minimum Restraining Stiffness of Buckling-restrained Steel Plate Shear Walls[J].Journal of Building Structures,2009,30(1):40-47.
[25]郭彦林,周 明,董全利.防屈曲钢板剪力墙弹塑性抗剪极限承载力与滞回性能研究[J].工程力学,2009,26(2):108-114.
GUO Yan-lin,ZHOU Ming,DONG Quan-li.Hysteretic Behavior of Buckling-restrained Steel Plate Shear Wall[J].Engineering Mechanics,2009,26(2):108-114.
[26]GUO Yan-lin,DONG Quan-li.Static Behavior of Buckling-restrained Steel Plate Shear Walls[C]//CHEUNG Y K,CHAU K W.Proceedings of the 6th International Conference on Tall Buildings.Hong Kong:World Scientific Publishing Company,2005:666-670.
[27]DONG Quan-li,GUO Yan-lin.Ultimate Shear Cap-acity of Buckling-restrained Steel Plate Shear Walls[C]//HERA.Proceeding of Eighth Pacific Structural Steel Conference-Steel Structures in Natural Hazards.Wairakei:HERA,2007:335-340.
[28]蔡克铨,林盈成,林志翰.钢板剪力墙抗震行为与设计[C]//李国强.第四届海峡两岸及香港钢结构技术交流会论文集.上海:同济大学出版社,2006:108-116.
CAI Ke-quan,LIN Ying-cheng,LIN Zhi-han.Seismic Responses and Design of Steel Plate Shear Wall[C]//LI Guo-qiang.Proceedings of the Fourth Cross-strait & Hong Kong Conference on Steel Structures.Shanghai:Tongji University Press,2006:108-116.
[29]蔡克铨,林盈成,林志翰.钢板剪力墙抗震行为与设计[J].建筑钢结构进展,2007,9(5):19-25.
CAI Ke-quan,LIN Ying-cheng,LIN Zhi-han.Seismic Responses and Design of Steel Plate Shear Wall[J].Progress in Steel Building Structures,2007,9(5):19-25.
[30]孙飞飞,高 辉,李国强.两边组合钢板墙的试验研究[C]//李国强.第四届海峡两岸及香港钢结构技术交流会论文集.上海:同济大学出版社,2006:281-291.
SUN Fei-fei,GAO Hui,LI Guo-qiang.Experimental Research on Two-sided Composite Steel Plate Walls[C]//LI Guo-qiang.Proceedings of the Fourth Cross-strait & Hong Kong Conference on Steel Structures.Shanghai:Tongji University Press,2006:281-291.
[31]高 辉.组合钢板剪力墙试验研究与理论分析[D].上海:同济大学,2007.
GAO Hui.Experimental and Theoretical Studies on Composite Steel Plate Shear Walls[D].Shanghai:Tongji University,2007.
[32]ELGAALY M.Thin Steel Plate Shear Walls Behavior and Analysis[J].Thin-walled Structures,1998,32(1/2/3):151-180.
[33]王迎春,郝际平,李 峰,等.钢板剪力墙力学性能研究[J].西安建筑科技大学学报:自然科学版,2007,39(2):181-186.
WANG Ying-chun,HAO Ji-ping,LI Feng,et al.Study on Mechanical Property of Steel Plate Shear Walls[J].Journal of Xi'an University of Architecture & Technology:Natural Science Edition,2007,39(2):181-186.
[34]楼梦麟,李守继.低矮小开口剪力墙自由振动问题的半解析解[J].建筑科学与工程学报,2006,23(3):50-53.
LOU Meng-lin,LI Shou-ji.Semi-analytical Solution for Free Vibration of Short Shear Wall with Small Openings[J].Journal of Architecture and Civil En-gineering,2006,23(3):50-53.
[35]沈蒲生,刘 杨.水平地震作用下框支剪力墙结构的变形研究[J].建筑科学与工程学报,2005,22(1):58-63.
SHEN Pu-sheng,LIU Yang.Distortion Research of Shear Wall Structure Supported on Frame Under Earthquake Actions[J].Journal of Architecture and Civil Engineering,2005,22(1):58-63.
[36]黄 琪.波形钢腹板设计研究[J].长安大学学报:自然科学版,2009,29(3):73-76.
HUANG Qi.Design Study on the Corrugated Steel Webs[J].Journal of Chang'an University:Natural Science Edition,2009,29(3):73-76.
[37]赵均海,张兆强,魏雪英,等.固支圆板在线性荷载作用下的极限解[J].长安大学学报:自然科学版,2008,28(1):81-86.
ZHAO Jun-hai,ZHANG Zhao-qiang,WEI Xue-ying,et al.Plastic Limit Analysis of Clamped Circular Plate Under Linear Distributed Load[J].Journal of Chang'an University:Natural Science Edition,2008,28(1):81-86.
[38]王 茜,王春生,俞 欣,等.钢桥塔局部稳定试验与数值分析[J].长安大学学报:自然科学版,2008,28(5):67-72.
WANG Qian,WANG Chun-sheng,YU Xin,et al.Experimental Investigation and Numerical Analysis on Local Buckling Behavior of Steel Bridge Towers[J].Journal of Chang'an University:Natural Science Edition,2008,28(5):67-72.