[1]
GuoYan-Lin, Zhou Min, Dong Quan-Li. Hysteretic behavior of buckling-restrained steel plate shear wall [J]. Gongcheng Lixue, 2009, 26(2): 108-114. (in Chinese).
Google Scholar
[2]
CHEN Qin. Static inelastic analysis of reinforced concrete coupled shear wall [D]. Beijing: Tsinghua University, 2002. (in Chinese).
Google Scholar
[3]
LI Qing-ling. Study of mesh dividing methods in ANSYS [J]. Journal of Shanghai Dianji University, 2006, 9(5): 28-30. (in Chinese).
Google Scholar
[4]
BAI Jin-ze, SUN Qin, GUO Ying-nan. Stress-analysis of a complex structure with the ANSYS system [J]. Mechanical Science and Technology, 2003, 22(3): 441-446.
Google Scholar
[5]
Anwar Hossain K M. Design Aspects of double skin profiled composite framed shear walls in construction and service stages, ACI Structural Journal, 2004, 101(1):94-102.
DOI: 10.14359/13002
Google Scholar
[6]
ASTANEH-ASL, Abolhassan,ZHAO Qiuhong. Cyclic behavior of steel shear wall systems [C]. Proceedings - Annual Stability Conference, Structural Stability Research Council. Seattle, WA, United states. Structural Stability Research Council. 2002: 21-36.
Google Scholar
[7]
YAMADA, Minoru. Steel panel encased R.C. composite shear walls[C]. Composite Construction in Steel and Concrete II. Potosi, MO, USA. Publ by ASCE, New York, NY, United States. 1992:899-912.
Google Scholar
[8]
GUO Yan-lin, DONG Quan-li. Research and application of steel plate shear wall in high-rise buildings [J]. Steel Construction, 2005, 20(1): 96-102. ( in Chinese ).
Google Scholar
[9]
XIE Hong-jin. Performance and application of concrete filled steel tubes to high-rise building [J]. Journal of Liaoning Institute of Technology, 2004, 24(6): 53-55.
Google Scholar