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Performance Evaluation on the Properties of Metakaolin—Fly Ash Based Self Compacting Concrete Read chapter Read first chapter

2021 | OriginalPaper | Chapter

Progressive Collapse Analysis of RC Buildings Using Linear Static and Non-linear Static Method

Authors : A. Salman, K. I. Praseeda

Published in: Proceedings of SECON 2020

Publisher: Springer International Publishing

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Abstract

Progressive collapse is one of the most devastating types of building failures, most often leading to costly damages and possible loss of life. To study the effect of failure of columns on the entire structure, 15 storey RC building is considered. The progressive collapse analysis and modelling of the building is done using SAP2000. Linear static and Non-linear static analysis is performed to understand progressive collapse. Comparing the results of linear static and non-linear static it is found that non-linear static procedure for progressive collapse analysis is the more effective method than linear static in which a primary load-bearing structural element is removed and the structural material is allowed to undergo non-linear behaviour.

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previous chapter Development of Reinforced Concrete Beam with Plastic Balls in Neutral Axis
next chapter Effect of Magnetized Water on the Mechanical Properties of Fly Ash Based Self Compacting Concrete
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Metadata
Title
Progressive Collapse Analysis of RC Buildings Using Linear Static and Non-linear Static Method
Authors
A. Salman
K. I. Praseeda
Copyright Year
2021
Book
Proceedings of SECON 2020

Print ISBN: 978-3-030-55114-8

Electronic ISBN: 978-3-030-55115-5

Copyright Year: 2021

DOI
https://doi.org/10.1007/978-3-030-55115-5_44