UGC Approved Journal no 63975(19)

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Published in:

Volume 8 Issue 6
June-2021
eISSN: 2349-5162

UGC and ISSN approved 7.95 impact factor UGC Approved Journal no 63975

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Published Paper ID:
JETIR2106630


Registration ID:
311338

Page Number

e519-e527

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Title

Seismic analysis of a irregular Building frames with soil structure Interaction subjected to pounding Effect

Abstract

: Major seismic events during the past decade such as those which have occurred in Northridge, Imperial Valley (May 18, 1940), California (1994), Kobe, Japan (1995), Turkey (1999), Taiwan (1999) and Bhuj, Central Western India (2001) have continued to be demonstrate the destructive power of earthquakes, with destruction of buildings, bridges, industrial and port facilities as well as giving increased to great economic losses. Among the possible structural damages, seismic producing pounding has been commonly observed in several earthquakes. As a result, a study on buildings pounding response as well as proper seismic hazard practice for adjacent buildings is carried out. Therefore, the need to improve seismic performance of the built environment through the development of performance-oriented procedures have been developed. To estimate the seismic demands, nonlinearities in the structure are to be considered when the structure enters into inelastic range during huge earthquakes. Despite the increase in the accuracy and efficiency of the computational tools related to dynamic inelastic analysis, engineers tend to except simplified non-linear static procedures instead of rigorous non-linear dynamic analysis when evaluating seismic demands. This is due to the problems related to its complexities and suitability for practical design applications. The push over analysis is a static, nonlinear procedure that can be used to estimate the dynamic needs imposed on a structure by earthquake ground motions. This project entitled “Seismic Pounding Effects in Buildings.” aims at studying seismic gap between adjacent buildings by dynamic and pushover analysis in SAP2000.

Key Words

seismic effect,earthquake , elastic analysis,pounding

Cite This Article

"Seismic analysis of a irregular Building frames with soil structure Interaction subjected to pounding Effect ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.8, Issue 6, page no.e519-e527, June-2021, Available :http://www.jetir.org/papers/JETIR2106630.pdf

ISSN


2349-5162 | Impact Factor 7.95 Calculate by Google Scholar

An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 7.95 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator

Cite This Article

"Seismic analysis of a irregular Building frames with soil structure Interaction subjected to pounding Effect ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.8, Issue 6, page no. ppe519-e527, June-2021, Available at : http://www.jetir.org/papers/JETIR2106630.pdf

Publication Details

Published Paper ID: JETIR2106630
Registration ID: 311338
Published In: Volume 8 | Issue 6 | Year June-2021
DOI (Digital Object Identifier):
Page No: e519-e527
Country: amravati, Maharashtra, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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