000			a
999			_c15854 _d15854
003			OSt
005			20211230154945.0
008			211230b xxu||||| |||| 00| 0 eng d
040			_aAIKTC-KRRC _cAIKTC-KRRC
100			_915267 _aPrasanth, S.
245			_aEvaluation of seismic resilience of a building with and without URM infill walls
250			_aVol.95(8), August
260			_aThane _bACC LTD _c2021
300			_a38-44p.
520			_aIn past years, the natural disaster has a serious impact over the human society which causes a loss of resilience of the structure because of the reduction in functionality and demands recovery of the structure. Therefore, it is of paramount important to determine the resilience of a structure at post-earthquake event to judge the remaining functionality. In this study, the seismic resilience of an unsymmetrical L-shaped reinforced concrete building has been evaluated. Both the bare frame and unreinforced masonry (URM) infill buildings have been considered in the study. The result shows that with URM infills, the resilience of the building goes down below 70% due to significant loss in the functionality of the building which is useful from designer point of view for strategic planning. Based on this, the possibility of recovery with optimum time and cost can be planned.
650		0	_94621 _aCivil Engineering
700			_915268 _a Ghosh, Goutam
773	0		_tIndian Concrete Journal - ICJ _dThane ACC Limited
856			_uhttps://www.icjonline.com/editionabstract_detail/082021 _yClick here
942			_2ddc _cAR