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2021 | OriginalPaper | Chapter

To Compare ATC 40 and FEMA 440 Methods for Computation of Performance Point

Authors : Ankit Sandilya, Rajesh Kumar Tripathi

Published in: Recent Trends in Civil Engineering

Publisher: Springer Singapore

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Abstract

Nonlinear procedures of analysis have gained popularity nowadays. In this paper, two commonly used methods, one ATC 40 and other is FEMA 440 results are compared for regular as well as mass irregular structures for 4, 6 and 8 storey buildings in zone 5. The variation in the performance point by both the methods is noted and comparison has been done. The values of base shear at performance point obtained by FEMA 440EL came to be on higher side for both regular and mass irregular frames. Further, it is evident that if the mass irregularity goes to higher storey, the values at performance point go on increasing. SAP2000, a FEM-based software is used in this analysis.

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Metadata
Title
To Compare ATC 40 and FEMA 440 Methods for Computation of Performance Point
Authors
Ankit Sandilya
Rajesh Kumar Tripathi
Copyright Year
2021
Publisher
Springer Singapore
DOI
https://doi.org/10.1007/978-981-15-5195-6_17