[1] JGJ99-98高层民用建筑钢结构技术规程[S].北京:中国建筑工业出版社,1998.
JGJ99-98.Technical specification for steel structure of tall buildings[S].Beijing: China Architecture and Building Press,1998.
[2] CAN/CSA-S16-2001Limit States Design of Steel Structures[S]. Rexdale, Outario: Canadian Standards Association,2001.
[3] ANSI/AISC 360-2005American National Standard Specification for Structural Steel Buildings[S].Chicago Inc.,IL,2005.
[4] THORBUM L J,KULAK G L,MONTGOMERY C J.Analysis of steel plate shear walls. Structural Engineering Rep,No.107[R]. Canada, Edmonto: Dept. of Civil Engineering University of Alberta,1983.
[5] SHISHKIN J J,DRIVER R G,GRONDIN G Y.Analysis of steel plate shear walls using the modified strip model Struct,Engrg Rep.No.261[R].Canada, Edmonton: Dept.of Civil and Enviromnental Engineering, University of Alberta,2005.
[6] 吴冠男.十字加劲钢板剪力墙的性能研究[D].西安:西安建筑科技大学,2012.
WU Guan-nan.Research on behavior of steel plate shear wall with cross stiffeners[D]. Xi′an: Xi′an University of Architecture and Technology,2012.
[7] 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 walls with cross stiffeners[J].Journal of building structures,2004,25(1):71-78.
[8] 万红霞,谢伟平,王小平.考虑屈曲后强度的钢板剪力墙极限剪力计算[J].钢结构,2004,72(3):66-68.
WAN Hong-xia,XIE Wei-ping,WANG Xiao-ping.Calculation of steel plate shear walls ultimate shear capacity which considering the post buckling strength[J].Steel Construction, 2004,72(3):66-68.
[9] 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 Structrues,2004,25(2):19-26.