Structural Configuration Optimization of a Multistorey Building by Optimum Positioning of Shear Wall
Journal: GRD Journal for Engineering (Vol.001, No. 1)Publication Date: 2016-03-29
Authors : Maulik Joshi; Sagar Naik; Yati Tank;
Page : 204-208
Keywords : High rise building; lateral loading; Position of shear wall; Seismic response; Shear wall; STRUDS;
- Effect of MTMD on Seismic Demand of Base-Isolated Buildings
- SEISMIC PERFORMANCE EVALUATION OF A BASE-ISOLATED BUILDING
- SEISMIC RESPONSE MODEL INCLUDING SSI OF RC BUILDINGS ON ISOLATED AND RAFT FOUNDATIONS
- Assessment of Seismic Response Analysis of Base Isolated RC Building frame
- Seismic Performance of Base Isolated & Fixed Based RC Frame Structure using ETABS.
Abstract
A study has been carried out to determine the optimum Structural configuration of a multistory building by changing the shear wall locations radically. Four different cases of shear wall position for a 10 storey residential building have been analyzed and designed as a space frame system by computer application software, subjected to lateral and gravity loading in accordance with IS provisions.
Citation : Maulik Joshi, CGPIT, UTU, Bardoli, Gujarat, India ; Sagar Naik ,CGPIT, UTU, Bardoli, Gujarat, India ; Yati Tank ,CGPIT, UTU, Bardoli, Gujarat, India . "Structural Configuration Optimization of a Multistorey Building by Optimum Positioning of Shear Wall." Global Research and Development Journal For Engineering : 204 - 208.
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Last modified: 2016-12-14 14:58:52