A Practical Response Spectrum Method in Considering the Input Angle of Seismic Excitation

Article Preview

Abstract:

To the asymmetric-plan structures, the torsion model is obvious, and the influence of input angle of excitation on structural response is sensitive, so a practical response spectrum method for analyzing the behaviors of this kind of structure is studied. Based on the achievements about the multi-components accelerations power spectra matrix, a rational formula, considering the input angle of excitation, is deduced by using stationary random vibration principle. A practical formula is proposed by introducing displacement response spectrum as equally as to considering the non-stationarity of excitation.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1506-1509

Citation:

Online since:

October 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] L. Wei, S. Wang, C. Wei. Torsional design method of asymmetric and irregular building under horizontal earthquake action, Building Structure, Vol. 35 8 (2005) 12-17.

Google Scholar

[2] D. Wang, X. Lu, Progress in study on inelastic torsional seismic response of asymmetric buildings, Journal of Earthquake Engineering and Engineering Vibration, Vol. 30 2 (2010) 51-58.

Google Scholar

[3] L. Nie, J. Li, L. Fan, Principle and effect of critical angle of complicated structure in dynamic analysis, Journal of Earthquake Engineering and Engineering Vibration, Vol. 23 3 (2003) 30-34.

Google Scholar

[4] D. Pan, J. Cai, Response of torsional vibration of building structures induced by horizontal seismic action from different directions, Journal Earthquake Resistant Engineering and Retrofitting, 6 (2004) 9-14.

Google Scholar

[5] GB50011-2010, Code for Seismic Design of Buildings. China Building Industry Press, Beijing, (2010).

Google Scholar

[6] H. Li, Theory of Structure Response under Multi Earthquake Excitation, Science Press, Beijing, (2006).

Google Scholar

[7] L. Fan, L. Nie, J. Li, Discussion on standard of critical angle of seismic wave in seismic analysis of complicated structures, Journal of Tongji University, Vol. 31 6 (2003) 31-36.

Google Scholar