Effect of Shear Wall on Transfer Girder for High Rise RC Building

  IJETT-book-cover  International Journal of Engineering Trends and Technology (IJETT)          
© 2018 by IJETT Journal
Volume-57 Number-1
Year of Publication : 2018
Authors : Vikas V.Mehetre, V.T.More
DOI :  10.14445/22315381/IJETT-V57P209


Vikas V.Mehetre, V.T.More "Effect of Shear Wall on Transfer Girder for High Rise RC Building", International Journal of Engineering Trends and Technology (IJETT), V57(1),44-47 March 2018. ISSN:2231-5381. www.ijettjournal.org. published by seventh sense research group

In high rise structure shear wall provided at different locations to resist earthquake load. Floating column provide to develops space at below floor for assembly hall ,parking space etc. purposes. Shear wall also resist earthquake load and other lateral loads such as wind load. but in specific high rise building floating column and transfer girder provide for parking purposes or any other purposes. In that structure we don’t know best position of shear wall to resist earthquake load as well as structural responses on transfer girder. For this purpose, we analyse several models for different shear wall location and different storey cases such as 10,15,20,25 and 30 storey building with the help of EATBS V 2015 software. Each model is analyse for construction stage analysis, conventional analysis with earthquake load and wind analysis. In construction stage and conventional analysis earthquake zone IV is consider for Delhi city. For Delhi city terrain category 4 consider for wind analysis and check behaviour of transfer girder for three types of analysis in the form of shear force, bending moment and displacement and then decide suitable positions of shear wall for each storey case.

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Shear wall, EATBS V 2015,wind analysis, transfer girder.