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2021 | OriginalPaper | Chapter

Comparative Study on Behavior of Structures Subjected to Seismic and Blast Loads

Authors : G. Sridevi, G. Sudarshan, A. Shivaraj, B. Umesh

Published in: Advances in Geotechnics and Structural Engineering

Publisher: Springer Singapore

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Abstract

As seismic engineering has gained worldwide importance, seismic design of RC buildings is an ongoing research area. Recent earthquakes have shown that improperly designed and constructed structures can cause great damage. Therefore, it is necessary to determine the seismic response of buildings in order to design earthquake-resistant structures. Much attention has been paid over the past decades to the behavior of engineering structures under explosive loading. The use of anti-social explosives around the world targeting civilian buildings and structures is becoming a growing problem in modern societies. Explosives are smaller in size and stronger than a few years ago, which contributes to the dynamics and large range of effects of the explosive. Usually, the causes of such explosions are not only immediate deaths due to direct release of energy, but mainly structural failure and extensive loss of life. This study focuses on structures subjected to both the seismic load and the blast load using software ETABS. In this study, regular, L-shaped, and C-shaped buildings are considered with various heights of RC and composite structures. Response spectrum method is considered for the seismic analysis. A comparative study was done to identify the response of the structures subjected to seismic and blast loads.

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Literature
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go back to reference Abdel Raheem Shehata E (2014) Mitigation measures for earthquake induced pounding effects on seismic performance of adjacent buildings. Bull Earthq Eng 12(4):1705–1724CrossRef Abdel Raheem Shehata E (2014) Mitigation measures for earthquake induced pounding effects on seismic performance of adjacent buildings. Bull Earthq Eng 12(4):1705–1724CrossRef
2.
go back to reference Dogan M, Gunaydin A (2009) Pounding of adjacent RC buildings during seismic loads. J Eng Archit XXII(1) Dogan M, Gunaydin A (2009) Pounding of adjacent RC buildings during seismic loads. J Eng Archit XXII(1)
4.
go back to reference IS 875-1987 (Part I) Indian standards code of practice for design loads IS 875-1987 (Part I) Indian standards code of practice for design loads
Metadata
Title
Comparative Study on Behavior of Structures Subjected to Seismic and Blast Loads
Authors
G. Sridevi
G. Sudarshan
A. Shivaraj
B. Umesh
Copyright Year
2021
Publisher
Springer Singapore
DOI
https://doi.org/10.1007/978-981-33-6969-6_28