000			a
999			_c20390 _d20390
003			OSt
005			20231221093906.0
008			231221b xxu||||| |||| 00| 0 eng d
040			_aAIKTC-KRRC _cAIKTC-KRRC
100			_922510 _aDas, Debi Prasad
245			_aEffect of partial opening on responses of plan asymmetric multistoried building with soil–structure interaction: a case study
250			_aVol.104(2), Jun
260			_aUSA _bSpringer _c2023
300			_a467-472p.
520			_aThe responses of the asymmetric building change under external load depending upon various factors. Most of high-rise building structures are analyzed without considering infill walls. Generally, infill wall structures are analyzed without considering tensile forces or dynamic loading. As per the literature review, analysis of partial open frame plan asymmetric structures and the effect of locations of openings in different floor levels is very rare. In such a scenario, a specific size of the opening is considered at different floor levels of a ten-storied plan asymmetric building to compare the responses. In this case, the structure is considered on different supports such as hard soil, medium soil, soft soil, and fixed support under wind load and ground motions. Maximum base shear has been found in the direction of the ground motion when the building foundation is on hard soil. The partial open wall structure is not suitable for the seismic prone zone. However, a suitable location of opening mitigates structural responses under wind load to some extent.
650		0	_94642 _aHumanities and Applied Sciences
700			_922511 _aDas, Diptesh
773	0		_tJournal of the institution of engineers (India): Series A _dSwitzerland Springer _x 2250-2149
856			_uhttps://link.springer.com/article/10.1007/s40030-023-00723-y _yClick here
942			_2ddc _cAR