Effect of Hard & Soft Soils and Seismic Zones on Shifting Height of SMRF Framed Structures
Author(s):
Awanti Lodhi, Satyendra Dubey, Vedant Shrivastava
Keywords:
SMRF, Axial Force in Column, IS 1893-2002/2005), STAAD PRO.(V8i) Series
Abstract
To decide the effect of various soils and seismic zones on various statures of surrounded structures. In tall structure we should worry pretty much all the powers that follow up on a structure, its own load just as the sidelong powers To determine the Effect of Hard & Soft Soils and Seismic Zones on Shifting Height of SMRF Framed Structures this work is carried out. Three different soils types are taken as soft, medium and hard. Stories i.e., G+4,G+5, are taken of statures 15m, 18m, individually are considered and broke down for seismic zones II &,III,. SMRF (Special Moment resisting) and IS 1893-2002/2005 are utilized in STAAD PRO. (V8i)Series investigate all models. This work consist of axial force in column (KN) for all types of heights and to find out the most severe models among all.
Article Details
Unique Paper ID: 149025

Publication Volume & Issue: Volume 6, Issue 10

Page(s): 196 - 198
Article Preview & Download


Share This Article

Go To Issue



Call For Paper

Volume 7 Issue 3

Last Date 25 August 2020

About Us

IJIRT.org enables door in research by providing high quality research articles in open access market.

Send us any query related to your research on editor@ijirt.org

Social Media

Google Verified Reviews

Contact Details

Telephone:6351679790
Email: editor@ijirt.org
Website: ijirt.org

Policies