4Astaneh-Asl A. Seismic behavior and design of composite steel plate shear walls [ R ]. Moraga, Calif: Structural Steel Educational Council, 2002.
5Zhao Q H, Astaneh-Asl A. Cyclic behavior of traditional and innovative composite shear wall [ J ]. Journal of Structural Engineering, ASCE,2004,130(2) :271-284.
6Sun F F, l,i G Q, Gao H. Experimental research on seimic behavior of two-side composite steel plate Walls [ C ]//Steel and Composite Structures, Mauchester, UK, 2007:805-812.
7陆烨.大高宽比屈曲约束组合墙钢框架束柱体系性能研究[D].上海:同济大学,2009.
8PeeyushChowdhary,Ravi K.Sharma.Evaluation of creep and shrinkage effects in composite tall buildings[J]. Struct. Design Tall Spec. Build. . 2011 (7)
9Han‐Soo Kim,Se‐Hun Jeong,Seung‐Hak Shin.Column shortening analysis of tall buildings with lumped construction sequences[J]. Struct. Design Tall Spec. Build. . 2010 (10)
10HansooKim,SukheeCho.Column shortening of concrete cores and composite columns in a tall building[J]. Struct. Design Tall Spec. Build. . 2005 (2)