Influence of advanced structural modeling technique, mainshock-aftershock sequences, and ground-motion types on seismic fragility of low-rise RC structures

Author:

Salami Mohammad R.,Kashani Mohammad M.,Goda Katsuichiro

Funder

Engineering and Physical Sciences Research Council

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference68 articles.

1. The 1985 Mexico earthquake: causes and effects in Mexico City;Rosenblueth;Concr Int,1986

2. Ruiz-garcía J, Terán-gilmore A, Díaz G. Response of essential facilities under narrow-band mainshock-aftershock seismic sequences. In: Proceedings of the 15th world conference on earthquake engineering. Lisbon Portugal; 2012.

3. Ground motions versus geotechnical and structural damage in the February 2011 Christchurch earthquake;Smyrou;Seismol Res Lett,2011

4. Ground motion characteristics and shaking damage of the 11th March 2011 Mw9.0 Great East Japan earthquake;Goda;Bull Earthq Eng,2013

5. Mahin SA. Effects of duration and aftershocks on inelastic design earthquakes. In: Proceedings of the 7th world conference on earthquake engineering. Istanbul, Turkey; 1980.

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