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Recent Advances in Structural Engineering and Construction Management pp 275–286Cite as

Assessment of Response Reduction Factor for Ordinary RC Frames by IS Code and PSPD Method

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Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 277))

Abstract

The structures are designed for a much lower force than maximum force if the structure remains elastic, with the expectation of the building undergoing damage in case of strong shaking, ductility will play a major factor in post-yield behavior. Current equivalent static method in Indian Seismic code uses response reduction factor based on building system for calculating seismic horizontal coefficient which integrates with a total weight of building to give design force as output. The performance-based plastic design method directly accounts for the inelastic behavior of structure, thus eliminating any post-assessment or iteration after the initial design. Two model frames, 4 and 8 stories, are designed based on equivalent static method IS 1893 Part 1 (2016) and performance-based plastic design. The evaluation of this model is extensively done by nonlinear static pushover analysis. By comparing the results, the incorporation of inelastic behavior shows a higher response reduction factor concerning the factor given by the Indian Seismic code as per different building structures.

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Authors and Affiliations

  1. Jaypee University of Information Technology, Waknaghat, India

    Ajay Singh Thakur & Tanmay Gupta

Authors
  1. Ajay Singh Thakur
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  2. Tanmay Gupta
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Correspondence to Tanmay Gupta .

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Editors and Affiliations

  1. Department of Civil and Environmental Engineering, College of Design and Engineering, National University of Singapore, Kent Ridge, Singapore

    Kong Kian Hau

  2. Department of Civil Engineering, Jaypee University of Information Technology, Solan, Himachal Pradesh, India

    Ashok Kumar Gupta

  3. Civil Engineering, Indian Institute of Technology Indore, Indore, Madhya Pradesh, India

    Sandeep Chaudhary

  4. Department of Civil Engineering, Jaypee University of Information Technology, Solan, Himachal Pradesh, India

    Tanmay Gupta

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Thakur, A.S., Gupta, T. (2023). Assessment of Response Reduction Factor for Ordinary RC Frames by IS Code and PSPD Method. In: Hau, K.K., Gupta, A.K., Chaudhary, S., Gupta, T. (eds) Recent Advances in Structural Engineering and Construction Management . Lecture Notes in Civil Engineering, vol 277. Springer, Singapore. https://doi.org/10.1007/978-981-19-4040-8_23

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  • DOI: https://doi.org/10.1007/978-981-19-4040-8_23

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  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-19-4039-2

  • Online ISBN: 978-981-19-4040-8

  • eBook Packages: EngineeringEngineering (R0)

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