Jeffery W Berman,Oguz C Celik,Michel Bruneau. Comparing hysteretic behavior of light-gauge steel plate shear walls and braced frames [J]. Engineering Structures, 2005, 127: 475―485.
[2]
Roberts T M. Seismic resistance of steel plate shear walls [J]. Engineering Structures, 1995, 17(5): 344―351.
[3]
Tromposch E W,Kulak G L. Cyclic and static behaviour of thin panel steel plate shear walls [R]. Structural Engineering Report No.145, Department of Civil Engineering, University of Alberta, Edmonton, Canada, 1987.
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 Guodong,Guo Yanlin. Ultimate shear-carrying capacity of steel plate shear wall with cross stiffeners [J]. Journal of Building Structures, 2004, 25(1): 71―78. (in Chinese)
[6]
曹春华,郝际平,王迎春,等. 钢板剪力墙简化模型研究[J]. (建筑钢结构进展), 2009, 11(1): 28―32.Cao Chunhua,Hao Jiping,Wang Yingchun,et al. Study of steel plate shear walls using the simplified model [J]. Progress in Steel Building Structures, 2009, 11(1): 28―32. (in Chinese)
[7]
Kishit N. Behavior of tall buildings with mixed use of rigid and semi-rigid connections [J]. Computers and Structures, 1996, 61(6): 1193―1206.
[8]
Nader M N,Abolhassan A-As1. Shaking table tests of rigid and semi-rigid flexible steel frames [J]. A-As1. Shaking table tests of rigid and semi-rigid flexible steel frames [J]. Journal of Structural Engineering, 1996, 122(6): 896―908.
[9]
郝际平,郭宏超,解崎,等. 半刚接钢框架-钢板剪力墙结构滞回性能研究[J]. (建筑结构学报), 2011, 32(2): 33―40.Hao Jiping,Guo Hongchao,Xie Qi,et al. Hysteretic behavior of simi-rigid composite steel frame with Steel Plate Shear Walls [J]. Journal of Building Structures, 2011, 32(2): 33―40. (in Chinese)
[10]
郭宏超,郝际平,虎奇,等. 半刚接钢框架-十子加劲钢板剪力墙结构滞回性能研究[J]. (土木工程学报), 2011, 44(10): 35―44.Guo Hongchao,Hao Jiping,Hu Qi,et al. Hysteretic behavior of simi-rigid composite steel frame with cross-stiffened steel plate shear walls [J]. China Civil Engineering Journal, 2011, 44(10): 35―44. (in Chinese)
