Intensity measures for response prediction of a torsional building subjected to bi-directional earthquake ground motion-Reference-Cited by-同舟云学术

Intensity measures for response prediction of a torsional building subjected to bi-directional earthquake ground motion

Published:2011-03-29 Issue:5 Volume:9 Page:1499-1518
ISSN:1570-761X
Container-title:Bulletin of Earthquake Engineering
language:en
Short-container-title:Bull Earthquake Eng

Author:

Lucchini Andrea,Mollaioli Fabrizio,Monti Giorgio

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s10518-011-9258-2.pdf

Reference21 articles.

1. Baker JW, Cornell CA (2005) A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon. Earthq Eng Struct Dyn 34(10): 1193–1217

2. Baker JW, Cornell CA (2006) Correlation of response spectral values for multi-component ground motions. Bull Seismol Soc Am 96: 215–227

3. Baker JW, Jayaram N (2008) Correlation of spectral acceleration values from NGA ground motion models. Earthq Spectra 24(1): 299–317

4. Bazzurro P, Cornell CA (1994) Seismic Hazard analysis of non-linear structures. I: Methodology. II: Applications. J Struct Eng ASCE 120: 3325–3365

5. Bazzurro P, Park J, Tothong P (2006) Multidirectional Seismic Excitation Effects in Building Response Estimation. Collaborative Research with USGS and AIR, AWARD No. 06HQGR0011

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