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Seismic Control and Performance of Passive Hybrid Damper Under Near-Field Earthquakes Read chapter Read first chapter

2021 | OriginalPaper | Chapter

Comparison of Seismic Performance of Composite (RCS) Frame with RC Frame Using Pushover Analysis

Authors : Manoranjan Singh Oinam, S. S. Ningthoukhongjam

Published in: Advances in Structural Technologies

Publisher: Springer Singapore

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Abstract

In this paper, comparison of seismic performance has been investigated between RCS (Reinforced Concrete column-Steel beam) composite frame and RCC (Reinforced cement concrete) frame using SAP2000 software. Nonlinear static analysis (pushover) is employed for evaluation of the seismic performance of both RCS and RC frames. Both the RCS and RC frames are similar in geometry, as well as sectional members used except the beams in RCS frame are replaced by steel member of the equivalent flexural capacity of beams in RC frame. Seismic performances of both RCS and RC frames in terms of base shear, spectral displacement, etc., are investigated. It has been observed that the RCS frame is more cost-effective than the RC frame of equivalent seismic performance.

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Sheikh TM (1987) Moment connection between steel beam and concrete columns. Bureau of Engineering Research, University of Texas, Austin
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Salajegheh E, Habib H (2008) Performance based design of RCS frames. In: 14th world conference on earthquake engineering, Beijing, China
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Metadata
Title
Comparison of Seismic Performance of Composite (RCS) Frame with RC Frame Using Pushover Analysis
Authors
Manoranjan Singh Oinam
S. S. Ningthoukhongjam
Copyright Year
2021
Publisher
Springer Singapore
Book
Advances in Structural Technologies

Print ISBN: 978-981-15-5234-2

Electronic ISBN: 978-981-15-5235-9

Copyright Year: 2021

DOI
https://doi.org/10.1007/978-981-15-5235-9_3