The Seismic Analysis of an Exhibition in Shanxi

Abstract:

In order to quantify the goal of earthquake-proof, such as minor earthquake, earthquake repair and earthquake does not fall, the project will analyze the seismic performance in three stages according to the sub-structure of small earthquakes, moderate earthquake, large earthquake. First, in the small earthquakes stage the method of MIDAS finite element analysis software will be used to calculate and analyze, meanwhile, the method of flexible schedule analysis will be as a supplementation to seismic checking. Second, in the stage of moderate earthquake, the data is calculated by adjusting the corresponding parameter values. Third, in the large earthquake stage, Pushover Analysis will be adopted. The aim is to identify weaknesses and to propose corresponding seismic measures in the structure by the Seismic performance analysis.

• Periodical: Applied Mechanics and Materials (Volumes 275-277)
• Pages: 1540-1543
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.275-277.1540
• Online since: January 2013
• Authors: Zhao Lv
• Keywords: Elastic Analysis, Elastoplastic Analysis, Irregular Hybrid Structure, Seismic Measures

References

[1] H.W. Li, H.S. Zhao, Y.J. Zhao: Study on Planning for the Indoor-earthquake-shelter in City and Town. (Advanced Science Letters), USA, 2011, Vol. 4, p.2654–2665.

DOI: 10.1166/asl.2011.1755

[2] Civil King Software Technology Co., Ltd. China institute of Building Standard Design & Research. Usage Guide to Structure Analysis Program SAP2000 Chinese Edition [CP] (China communications press, China, 2006), p.460.

[3] GB50011-2010(2010 edition) Code for seismic design of buildings[S]. (China architecture & building press, Beijing, 2010).