[1]
Lingming Li, Jun Han, Liping Liu, Nina Zheng. Investigation and Analysis of Building Damage with Masonry Struction in 5.12 Wenchuan Earthquake. Journal of Xi'an Architecture and Technology University (Natural Science Edition) 2009, 41(5):606-611
Google Scholar
[2]
Yayong Wang, Yanhe Wang. Lessons of Building Earthquake Disaster in Wenchuan Earthquake. Architectural Structure. 2008,38(7):1-6
Google Scholar
[3]
Yongmei Li, Guofu Sun. The Appropriate Enhancement for the Design of Masonry Structure. Architectural Science. 2004, 20(2):24-27
Google Scholar
[4]
Zhong Zhang, Kun Dong, Bo Peng. Understanding of Strong Column and Weak Beam fromBuilding Damages in Earthquake. Architectural Structure. 2010,40(7):70-73
Google Scholar
[5]
Yayong Wang. Lessons Learnt from Building Damages in the Wenchuan Earthquake: seismic concept design of buildings. Journal of Building Structures. 2008,29(4):20-25
Google Scholar
[6]
Lieping Ye, Zhe Qu, Qianli Ma, Xuchuan Lin. Study on Ensuring the Strong Column-Weak Beam Mechanism for RC Frames based on the Damage Analysis in the Wenchuan Earthquake.
Google Scholar
[7]
Yujie Wang. Probing into Anti-seismic Problem of Frame Structure with Irregular Section Plane. Journal of Liaoning Technical University. 2003, 22(6):791-793
Google Scholar
[8]
Ming Huang, Shiqing Luo. Of Earthquake and Aseismic Joint. Journal of Kunming University. 2001, 12( 1) : 70~ 72
Google Scholar
[9]
Qingping Sun. Investigation of Masonry Building in the Wenchuan Earthquake. Building Masonry and Masonry Building. 2008,5:1-4
Google Scholar
[10]
Jingshu Zhang, Xuhong Zhou, Lina Jiang, Chaocheng Wang. Rational Reflection on Aseismic Capability of Masonry Structures in Wenchuan Earthquake. Journal of Disaster Prevention and Mitigation Engineering(In Chinese). 2009, 29(5):591-595
Google Scholar