Fragility Analysis of Regular Multi-Storey RC Building

Authors

  • Tanvi Apte  Post-Graduate Student, Civil Department, Ujjain Engineering College, Ujjain, Madhya Pradesh, India
  • Savita Maru  Professor of Civil Department, Ujjain Engineering College, Ujjain, Madhya Pradesh, India

Keywords:

Fragility Curve, non-linear static procedure, non-linear dynamic procedure, immediate occupancy, limit of safety

Abstract

The aim of this study is to determine fragility curve for a five, seven and eight storey building designed on basis of Indian Standard code 456:2000. Fragility curves were developed with respect to spectral acceleration (Sa) and spectral displacement (Sd). Non-linear static pushover analysis was performed and the ground motion parameters Sa and Sd were obtained that satisfy the Limit of Safety (LS) and immediate occupancy (IO). A comparison is carried out for fragility with variation in number of stories and also, variation of different reinforcement by considering Fe-415 and Fe-500 reinforcement in the design of bare frame structure.

References

  1. IS 456:2000, "Plain and Reinforced concrete-code of practise (Fourth Revision)" Bureau of Indian Standards, New Delhi
  2. IS 1893 (Part1) : 2002, "Criteria for Earthquake Resistant Design of Structures, General Provisions and Buildings." Bureau of Indian Standards, New Delhi
  3. ATC. Seismic evaluation and retrofit of concrete building-volume 1 (ATC -40) Report No.SSC 96-01:Applied Technology Council.
  4. IS 875 (Part 2) : Code of Practise for Design Loads (Other Than Earthquake )For Building and Structures. Part 2: Imposed Loads (Second Revision).
  5. FEMA 356 (2000) Report on Prestandard and commentary for the seismic Rehabilitation of Buildings.

International Journal of Scientific Research in Science, Engineering and Technology

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Published

2018-04-30

Issue

Volume 4, Issue 4, March-April-2018

Section

Research Articles

License

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Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

How to Cite

[1]
Tanvi Apte, Savita Maru, " Fragility Analysis of Regular Multi-Storey RC Building, International Journal of Scientific Research in Science, Engineering and Technology(IJSRSET), Print ISSN : 2395-1990, Online ISSN : 2394-4099, Volume 4, Issue 4, pp.891-895, March-April-2018.