Abstract
It is attempted to expand upon the understanding on the structure’s behaviour when the seismic force, which is one of the predominant lateral forces, is applied on the structure. The base shear is calculated and compared for various variable parameters. For the three soil types the base shear is contrasted while varying the building heights of an irregularly planned structure in the seismic zones: IV and V. The structures’ heights are taken as follows: G+6, G+9, G+12 and storey height as 3m. Concluded observations talks about the amount of the variation in the base shear when the structure height and soil types are altered. While the G+9 and G+12 structures behaved identically, the G+6 structures in the medium and the soft soils fetched same results.
Highlights
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
ΘϬϬ ςϬϬ κϬϬ ϮϬϬ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
Ϯεςςε Ϯκϭϯκε ϭϳϳρρϯĂƐĞ ƐŚĞĂƌ;'нςͿ /ZZ'h> Z ^ŽĨƚ ĂƐĞ ƐŚĞĂƌ;'нςͿ /ZZ'h> Z DĞĚ ĂƐĞ ƐŚĞĂƌ;'нςͿ /ZZ'h> Z ,ĂƌĚ.
Summary
W FDQ EH VHHQ WKDW WKH YDOXH RI WKH %DVH VKHDU JRHV XS IRU DOO WKH VWRUH\ KHLJKWV DV WKHUH LV LQFUHDVH LQ ]RQH RI HDUWKTXDNH IURP ]RQH ,9 WR ]RQH 9 ,Q WKH ILJXUHV EHORZ WKH REVHUYDWLRQV FDQ EH VHHQ WKDW WKH EDVH VKHDU IHWFKHG LV VLPLODU IRU * * DQG * IRU ]RQHV ,9 DQG 9 6LPLODU WR DERYH PHGLXP VRLOV WKH VRIW VRLOV DOVR KDV IHWFKHG WKH VDPH YDOXHV RI EDVH VKHDU DV FDQ EH VHHQ LQ ILJXUH )RU WKH KDUG VRLOV HYHQ WKRXJK WKH WUHQG UHPDLQHG VDPH WKH YDOXHV RI EDVH VKHDU DUH UHODWLYHO\ ORZHU
Sign-in/Register to view highlights & summary Sign-in/Register to access full text options 
Free) 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a call
