Base shear capping buildings with graphite-lubricated bases for collapse prevention in extreme earthquakes
Author:
Affiliation:
1. Department of Civil Engineering and Architecture; University of Catania; Italy
2. Disaster Prevention Research Institute; University of Kyoto; Japan
Funder
JSPS Grand-in-Aid for Scientific Research
Publisher
Wiley
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Reference23 articles.
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2. The effect of masonry infill on the seismic response of a four-storey reinforced concrete frame-a deterministic assessment;Dolsek;Engineering Structures,2008
3. Influence of infill panels and their distribution on seismic behaviour of existing reinforced concrete buildings;Manfredi;The Open Construction and Building Technology Journal,2012
4. The sensitivity of seismic response parameters to the uncertain modelling variables of masonry-infilled reinforced concrete frames;Celarec;Engineering Structures,2012
5. Simplified non-linear seismic analysis of infilled reinforced concrete frames;Dolsek;Earthquake Engineering and Structural Dynamics,2005
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