ZHAO Qun-chang, SHI Qing-xuan, WANG Qiu-wei. Study on performance-ased seismic evaluation method for masonry-infilled frame structures [J]. Building Science, 2012, 28(5): 71-76. (in Chinese)
ZHANG Min-zheng. Reflection on the seismic fortification and design in light of the Wenchuan earthquake [J]. China Civil Engineering Journal, 2009, 42(5): 21-24. (in Chinese)
XIONG Li-hong, LAN Ri-qing, WANG Yu-mei. Earthquake damage investigation of structures in 7-0 Lushan strong earthquake [ J]. Journal of Earthquake Engineering and Engineering Vibration, 2013, 33(4): 35-43. (in Chinese)
[8]
Federal Emergency Management Agency. FEMA356 prestandard and commentary for the seismic rehabilitation of buildings [S]. Washington D C: FEMA Building seismic safety council, 2000.
[9]
MENDOLA L L. Influence of nonlinear constitutive law on masonry pier stability [J]. Journal of Structural Engineering, ASCE, 1997, 123(10): 1303-1311.
WANG Da-sui, HE Jun-li, ZHANG Feng-xin. The basic principle and a case study of the static elastoplastic analysis ( pushover analysis) [ J]. World Earthquake Engineering, 2004, 20(1): 45-53. (in Chinese)
HOU Ai-bo, WANG Meng-fu, ZHOU Xi-yuan. The effect of many different lateral load patterns in the pushover analysis [J]. World Earthquake Engineering, 2007, 23(3): 120鄄128. (in Chinese)