LATERAL LOAD ANALYSIS OF CONFINED MASONRY FRAMES

Mishra, Shashank

dc.contributor.author	Mishra, Shashank
dc.date.accessioned	2022-06-03T06:54:29Z
dc.date.available	2022-06-03T06:54:29Z
dc.date.issued	2013-06
dc.identifier.uri	http://localhost:8081/xmlui/handle/123456789/15430
dc.description.abstract	Two full scale model of 3m<3m of confined masonry wall-frame connection is modelled by using TNO DIANA 9.4.4 a finite element based software. And also the results like load 4 carrying capacity, nodal displacement, stresses and forces are calculated for in-plane lateral cyclic load. Finally these results are validated from the experimental results of masonry given in the research paper by wira wijaya et al. It is observed that masonry with intermediate confinement between the wall are having far better properties than the common infill wall masonry, load carrying capacity are good for such masonry and crack appear on such structures at very late stages thus provide the better seismic performance then the common masonry	en_US
dc.description.sponsorship	INDIAN INSTITUTE OF TECHNOLOGY ROORKEE	en_US
dc.language.iso	en	en_US
dc.publisher	I I T ROORKEE	en_US
dc.subject	Confined Masonr	en_US
dc.subject	Numerical Analysis	en_US
dc.subject	Failure Modes	en_US
dc.subject	Software	en_US
dc.title	LATERAL LOAD ANALYSIS OF CONFINED MASONRY FRAMES	en_US
dc.type	Other	en_US