Effect of Hard & Soft Soils and Seismic Zones on Shifting Height of SMRF Framed Structures

Awanti Lodhi; Satyendra Dubey; Vedant Shrivastava

Effect of Hard & Soft Soils and Seismic Zones on Shifting Height of SMRF Framed Structures

Authors: Awanti Lodhi, Satyendra Dubey, Vedant Shrivastava

Unique Paper ID: 149025
Volume: 6
Issue: 10
PageNo: 196-198

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.

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Cite This Article

ISSN: 2349-6002
Volume: 6
Issue: 10
PageNo: 196-198

Effect of Hard & Soft Soils and Seismic Zones on Shifting Height of SMRF Framed Structures

Available:https://ijirt.org/Article?manuscript=149025

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