0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

Optimum Positioning of Shear Walls for Minimizing the Effects of Lateral Forces in Multistorey-Buildings

Author(s):

Medium: journal article
Language(s): English
Published in: Archives of Civil Engineering, , n. 1, v. 63
Page(s): 151-162
DOI: 10.1515/ace-2017-0010
Abstract:

Shear walls are the most commonly used lateral load resisting systems in high rises. They have high plane stiffness and strength which can be used to simultaneously resist large horizontal loads while also supporting gravity loads. Hence it is necessary to determine effective and ideal locations of shear walls. Shear wall arrangement must be absolutely accurate, if not, it may cause negative effects instead. In this project, a study has been carried out to determine the effects of additions of shear walls and also the optimum structural configuration of multistory buildings by changing the shear wall locations radically. Four different cases of shear wall positions for G+10 storey buildings have been analyzed by computer application software ETABS. The framed structure was subjected to lateral and gravity loading in accordance with the Indian Standards provision and the results were analyzed to determine the optimum positioning of the shear walls.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1515/ace-2017-0010.
  • About this
    data sheet
  • Reference-ID
    10476792
  • Published on:
    25/11/2020
  • Last updated on:
    25/11/2020
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine