References:
[1] MIMURA H,AKIYAMA H.Load-deflection Relationship of Earthquake-resistant Steel Shear Walls with a Developed Diagonal Tension Field[J].Transactions of the Architectural Institute of Japan,1977,260:109-114.
[2]SHEKASTEHBAND B,AZARAXSH A,SHOWKATI H.Experimental and Numerical Study on Seismic Behavior of LYS and HYS Steel Plate Shear Walls Connected to Frame Beams Only[J].Archives of Civil and Mechanical Engineering,2017,17(1):154-168.
[3]GUO H C,LI Y L,LING G.Experimental Study of Cross Stiffened Steel Plate Shear Wall with Semi-rigid Connected Frame[J].Journal of Constructional Steel Research,2017,135:69-82.
[4]王先铁,林麟珲,宋文俊,等.竖向闭口槽钢加劲钢板剪力墙在非均匀压减作用下的屈曲性能[J].建筑科学与工程学报,2017,34(6):51-58.
WANG Xian-tie,LIN Lin-hui,SONG Wen-jun,et al.Buckling Behavior of Steel Plate Shear Wall Stiffened by Vertical Closed Channel Stiffeners Under Non-uniform Pressure and Shear Load[J].Journal of Architecture and Civil Engineering,2017,34(6):51-58.
[5]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.
[6]WEI M W,RICHARD LIEW J Y,DU Y,et al.Seismic Behavior of Novel Partially Connected Buckling-restrained Steel Plate Sheer Walls[J].Soil Dynamics and Earthquake Engineering,2017,103:64-75.
[7]袁昌鲁,郝际平,樊春雷.抗弯钢框架-密肋网格复合钢板墙抗侧力体系抗震性能理论与试验研究[J].土木工程学报,2016,49(1):42-52.
YUAN Chang-lu,HAO Ji-ping,FAN Chun-lei.Test and Analysis on Seismic Behavior of Steel Frame with Multi-ribbed Grid Composited Steel Plate Shear Wall Structure[J].China Civil Engineering Journal,2016,49(1):42-52.
[8]郭彦林,周 明.钢板剪力墙的分类及性能[J].建筑科学与工程学报,2009,26(3):1-13.
GUO Yan-lin,ZHOU Ming.Categorization and Performance of Steel Plate Shear Wall[J].Journal of Architecture and Civil Engineering,2009,26(3):1-13.
[9]陈国栋.钢板剪力墙结构性能研究[D].北京:清华大学,2002.
CHEN Guo-dong.The Investigation to Structural Behavior of Steel Plate Shear Walls[D].Beijing:Tsinghua University,2002.
[10]陈国栋,郭彦林.十字加劲钢板剪力墙的抗剪极限承载力[J].建筑结构学报,2004,25(1):71-78.
CHEN Guo-dong,GUO Yan-lin.Ultimate Shear-carrying Capacity of Steel Plate Shear Wall with Cross Stiffeners[J].Journal of Building Structures,2004,25(1):71-78.
[11]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):19-26,28.
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):19-26,28.
[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]曹春华.斜加劲钢板剪力墙性能研究[D].西安:西安建筑科技大学,2008.
CAO Chun-hua.The Investigation to Behavior of Diagonal Stiffened Steel Plate Shear Walls[D].Xi'an:Xi'an University of Architecture & Technology,2008.
[14]巩玉发,李 闯.斜加劲薄钢板剪力墙滞回性能模拟[J].辽宁工程技术大学学报:自然科学版,2016,35(8):841-844.
GONG Yu-fa,LI Chuang.Simulation of Hysteretic Behavior of Slanted Stiffened Steel Plate Shear Wall[J].Journal of Liaoning Technical University:Natural Science,2016,35(8):841-844.
[15]王 萌,杨维国.薄钢板剪力墙结构滞回行为研究[J].建筑结构学报,2015,36(1):68-77.
WANG Meng,YANG Wei-guo.Hysteretic Behaviors Study of Thin Steel Plate Shear Wall Structures[J].Journal of Building Structures,2015,36(1):68-77.
[16]王 恒.带缝钢板剪力墙性能研究[D].西安:西安建筑科技大学,2006.
WANG Heng.The Analysis on the Behaviors of Steel Shear Wall with Slits[D].Xi'an:Xi'an University of Architecture & Technology,2006.
[17]李 然.钢板剪力墙与组合剪力墙滞回性能研究[D].哈尔滨:哈尔滨工业大学,2011.
LI Ran.Hysteretic Behavior of Steel Plate Shear Walls and Composite Steel Plate[D].Harbin:Harbin Institute of Technology,2011.
[18]郭彦林,陈国栋,缪友武.加劲钢板剪力墙弹性抗剪屈曲性能研究[J].工程力学,2006,23(2):84-91,59.
GUO Yan-lin,CHEN Guo-dong,MIAO You-wu.Elastic Buckling Behavior of Steel Plate Shear Wall with Cross or Diagonal Stiffeners[J].Engineering Mechanics,2006,23(2):84-91,59.
[19]赵 伟,杨强跃,童根树,等.钢板剪力墙加劲肋刚度及弹性临界应力研究[J].工程力学,2010,27(6):15-23.
ZHAO Wei,YANG Qiang-yue,TONG Gen-shu,et al.Stiffener Stiffness and Elastic Buckling Stress of Steel Plate Shear Wall[J].Engineering Mechanics,2010,27(6):15-23.