McKenna F, Fenves G L. The opensees command language primer.USA: PEER Report, Pacific Earthquake Engineering Research Center, University of California, Berkeley, 2000/09.
[2]
Mansour M, Hsu T T C. Behavior of reinforced concrete elements under cyclic shear: Part 2-theoretical model[J].Journal of Structural Engineering, 2005, 131(1): 54-65.
[3]
Mo Y L, Zhong J X,Hsu T T C. Seismic simulation of RC wall-type structures[J].Engineering Structures, 2008, 30(11):3167-3175.
[4]
Orakcal K, Massone L M,Wallace J W. Analytical modeling of reinforced concrete walls for predicting flexural and coupled shear-flexural responses.PEER Report, Pacific Earthquake Engineering Research Center, University of California, Berkeley, 2006.
[5]
Taucer F F, Spacone E. A fiber beam-column element for seismic response analysis of reinforced concrete structures.USA: Earthquake Engineering Research Center, University of California, 1991.
[6]
Mansour M, Lee J Y, Hsu T T C. Cyclic stress-strain curves of concrete and steel bars in membrane elements[J].Journal of Structural Engineering, 2001, 127(12):1402-1411.
[7]
Hsu T T C, Mansour M. Stiffness, ductility, and energy dissipation of RC elements under cyclic shear[J].Earthquake Spectra, EERI 2005, 21(4):1093-1112.
[8]
Soltani A, Behnamfar F, Behfarnia K, et al. Numerical tools for modeling of RC shear walls //Proceedings of the 8th International Conference on Structural Dynamics, Leuven, Belgium, 4-6 July, 2011.
[9]
吕西林,陈 云. 一种可更换连系梁: 中国, ZL 2010 2 0217583.0.2011-01-19. LU Xilin, CHEN Yun. A kind of replaceable coupling beam: China, ZL 2010 2 0217583.0.2011-01-19. (in Chinese)
[10]
吕西林,陈 云,毛苑君. 结构抗震设计的新概念-可恢复功能结构[J].同济大学学报:自然科学版, 2011,39(7):941-948. LU Xilin,CHEN Yun,MAO Yuanjun. New concept of structural seismic design: earthquake resilient structures[J].Journal of Tongji University (Natural Science Edition), 2011, 39(7):941-948. (in Chinese)
[11]
Chung H S, Moon B W, Lee S K, et al. Seismic performance of friction dampers using flexure of RC shear wall system[J].Struct. Design Tall Spec. Build., 2009, 18(7):807-822.
[12]
Fortney P J, Shahrooz B M,Rassati G A. Large-scale testing of a replaceable "fuse" steel coupling beam[J]. J. Struct. Eng., 2007, 133(12):1801-1807.
[13]
滕 军,马伯涛,李卫华,等. 联肢剪力墙连梁阻尼器伪静力试验研究[J].建筑结构学报, 2010, 31(12): 92-100. TENG Jun, MA Botao, LI Weihua, et al. Pseudo-static test for coupling beam damper of coupled shear wall structures[J].Journal of Building Structures, 2007, 31(12): 92-100. (In Chinese)
[14]
Hsu T T C, Mo Y L. Unified theory of concrete structures[M],John Wiley & Sons, Ltd, United Kingdom, 2010.
[15]
Mander J B, Priestley M J N,Park R. Observed stress-strain behavior of confined concrete[J].Journal of Structural Engineering, ASCE, 1988, 114(8): 1827-1849.
[16]
汪梦甫,宋兴禹,阴斌松,等. 钢筋混凝土剪力墙非线性单元模型的研究[J].地震工程与工程振动,2012,32(2):82-89. WANG Mengfu, SONG Xingyu, YIN Binsong, et al. Study on analytical model of reinforced concrete shear walls[J].Journal of Earthquake Engineering and Engineering Vibration, 2012, 32(2):82-89. (in Chinese)
