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Published in:
Analysis of RCC Structures Subjected to Spatial Blast Loading Read chapter Read first chapter

2021 | OriginalPaper | Chapter

Vulnerability Assessment of Step Back and Set Back Buildings on Different Slopes Under Earthquake Loading

Authors : Chidanand Bidnalamath, Sabyath Shetty, Pradeep Karanth, Shanmukha Shetty

Published in: Trends in Civil Engineering and Challenges for Sustainability

Publisher: Springer Singapore

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Abstract

The seismic responses of structures on sloping areas are fairly different as compared to the flat ground. Step back and set back structures have geometrical irregularity; hence, these structures are more vulnerable to earthquakes on the inclined ground. In this paper, an attempt has been made to evaluate the seismic performance of reinforced concrete buildings on flat and sloping ground with sloping angles such as 20°, 30° and 40°. The response spectrum method of analysis has been performed using by ETABS v 17.0.1. The earthquake resistance codes IS 1893 (Part 1): 2016 and IS 13920: 2016 have been referred in this study. Results are discussed in terms of base shear, storey drift, storey stiffness, short column effect and overturning moment for the plain and inclined ground with different inclinations. In inclined ground structures under seismic loads, the short column effect is a common problem; hence, the discussion of critical issues of step back and set back structures is presented for different slope angles.

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previous chapter Time-Invariant Reliability Analysis of RC T-Beam Bridge Girder—Limit State of Strength in Flexure
next chapter Effect of Different Base Isolation Techniques in Multistoried RC Regular and Irregular Building
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Metadata
Title
Vulnerability Assessment of Step Back and Set Back Buildings on Different Slopes Under Earthquake Loading
Authors
Chidanand Bidnalamath
Sabyath Shetty
Pradeep Karanth
Shanmukha Shetty
Copyright Year
2021
Publisher
Springer Singapore
Book
Trends in Civil Engineering and Challenges for Sustainability

Print ISBN: 978-981-15-6827-5

Electronic ISBN: 978-981-15-6828-2

Copyright Year: 2021

DOI
https://doi.org/10.1007/978-981-15-6828-2_28