Free rocking response of a regular stone masonry wall with equivalent block approach: experimental and analytical evaluation-Reference-Cited by-同舟云学术

Free rocking response of a regular stone masonry wall with equivalent block approach: experimental and analytical evaluation

Published:2013-08-08 Issue:15 Volume:42 Page:2297-2319
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Costa Alexandre A.¹,Arêde António¹,Penna Andrea²,Costa Aníbal³

Affiliation:

1. Department of Civil Engineering; Faculty of Engineering; University of Porto Portugal

2. Eucentre Foundation; European Centre for Training and Research in Earthquake Engineering; Pavia Italy

3. Department of Civil Engineering; University of Aveiro; Portugal

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.2327/fullpdf

Reference34 articles.

1. Out-of-plane seismic capacity of masonry depending on wall section morphology;Felice;International Journal of Architectural Heritage,2011

2. The behaviour of the inverted pendulum structures during earthquakes;Housner;Bulletin of the Seismological Society of America,1963

3. Aslam M Godden WG Scalise DT Rocking and overturning response of rigid bodies to earthquake motions 1978

4. Seismic response of structures free to rock on their foundations;Priestley;Bulletin of the New Zealand National Society for Earthquake Engineering,1978

5. Rocking response of rigid blocks to earthquakes;Yim;Earthquake Engineering and Structural Dynamics,1980

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