Seismic fragility of reinforced concrete buildings with masonry infills

dc.contributor.guide	Kaushik, Hemant B
dc.coverage.spatial	Civil Engineering
dc.creator.researcher	Choudhury, Trishna
dc.date.accessioned	2023-03-28T11:33:29Z
dc.date.available	2023-03-28T11:33:29Z
dc.date.awarded	2018
dc.date.completed	2018
dc.date.registered	2012
dc.description.abstract	Masonry infilled MI reinforced concrete RC buildings are commonly constructed in many places across the world Infills contribute large lateral strength and stiffness to the building but their influence on the lateral load behavior during a seismic event depends greatly on their distribution in the building MI RC frames with an open ground storey OGS is a typical case of irregular distribution of infills along the height of a building frame where infills are provided only in the upper s
dc.description.note	Not Available
dc.format.accompanyingmaterial	None
dc.format.dimensions	Not Available
dc.format.extent	Not Available
dc.identifier.uri	http://hdl.handle.net/10603/473263
dc.language	English
dc.publisher.institution	DEPARTMENT OF CIVIL ENGINEERING
dc.publisher.place	Guwahati
dc.publisher.university	Indian Institute of Technology Guwahati
dc.relation	Not Available
dc.rights	self
dc.source.university	University
dc.subject.keyword	Engineering
dc.subject.keyword	Engineering and Technology
dc.subject.keyword	Engineering Civil
dc.title	Seismic fragility of reinforced concrete buildings with masonry infills
dc.title.alternative	Not available
dc.type.degree	Ph.D.