Analysis of the Seismic Response of Long-Span Tube Shell Structures under Multi-Support Excitations

Article Preview

Abstract:

Analysis earthquake response of the long-span tube shell structure under multi-support excitations. The response of the long-span structure in the earthquake is different between multi-support excitations and uniform excitation. Using sap2000 finite element software with time history analysis, this paper analyzes the impact of the different visual velocities combining with the engineering Projects, and its internal forces and displacements. The results show the impact of the long-span tube shell structure under multi-support excitations. Draw structure peaking acceleration and displacement of time-histories. Result shows that: The appearances of structure under multi-support excitations and under uniform excitation have the same trend. The peak of acceleration and displacement of the structural is different from multi-support excitations and uniform excitation, and the time of occurrence of the peak acceleration and peak displacement is also different.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

751-755

Citation:

Online since:

January 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Pan Danguang, Lou Menglin, Fan Lichu. Seismic response analysis of long-span Research under Multi-support excitations, [J].Journal of TongJi University,(2001),29(10)1213-1219.

Google Scholar

[2] Zhang Jiahui, Li Liyuan, Chen Yan, Lin Jiahao, Span study of seismic wave effect,[J].Journal of Dalian University of Technology.(2005),45(4)480-486

Google Scholar

[3] Li Hongnan, Multi-dimensional seismic structure of the theory, [M]. Science Press,(2006).

Google Scholar

[4] Shi Yongjiu, Jiang Yang, Wang Yuanqing, Direct solution methods in structural seismic response of multi-input applications with improvements in computing, [J].Engineering Mechanics.(2010),28(1),75-81.

Google Scholar