Please use this identifier to cite or link to this item: http://localhost:8081/xmlui/handle/123456789/15430
Authors: Mishra, Shashank
Keywords: Confined Masonr;Numerical Analysis;Failure Modes;Software
Issue Date: Jun-2013
Publisher: I I T ROORKEE
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
URI: http://localhost:8081/xmlui/handle/123456789/15430
metadata.dc.type: Other
Appears in Collections:MASTERS' THESES (Civil Engg)

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