Analysis of the Building Damage and its Coping Strategies

Article Preview

Abstract:

This paper examines the damage of buildings with different structures in 5.12 Wenchuan Earthquake to summarize the features of stress distribution and aseismatic performance and then presents the problems of the masonry building, frame and part of the frame structural buildings in the earthquake. The purpose is to put forward the series of technical strategies of anti-seismic design, which include the overall optimization, stiffness deployment and node strengthening economically and scientifically.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

2155-2159

Citation:

Online since:

May 2012

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[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