Seismic Performance Evaluation of RCC Buildings with Different Structural Configurations

6 pages•Published: July 22, 2017

Mohit K. Parmar, Snehal V. Mevada and Vishal B. Patel

Abstract

This paper explores the comparative study of building performances at its performance points with two different response reduction factors. RCC Building with Bare Frame, RCC Building with Shear Wall and RCC Building with Stiffness Asymmetry, these three types of buildings are used for obtaining better objective of the study. Pushover Analysis is performed in SAP2000 to get performance of the building.

Keyphrases: performance point, pushover analysis, shear wall, stiffness asymmetry.

In: C. D. Modhera, G. J. Joshi, D.P Soni, Indrajit N. Patel, A. K. Verma, L. B. Zala, S. D. Dhiman, D. R. Bhatt, Jagdish M. Rathod, Bhargav C. Goradiya, Mehfuza S. Holia and Dharita K. Patel (editors). ICRISET2017. International Conference on Research and Innovations in Science, Engineering and Technology. Selected Papers in Civil Engineering, vol 1, pages 375-380.

Links:	https://easychair.org/publications/paper/gM
	https://doi.org/10.29007/kj2r

BibTeX entry

@inproceedings{ICRISET2017:Seismic_Performance_Evaluation_RCC,
  author    = {Mohit K. Parmar and Snehal V. Mevada and Vishal B. Patel},
  title     = {Seismic Performance Evaluation of RCC Buildings with Different Structural Configurations},
  booktitle = {ICRISET2017. International Conference on Research and Innovations in  Science, Engineering and Technology. Selected Papers in Civil Engineering},
  editor    = {C. D. Modhera and G. J. Joshi and D.P Soni and Indrajit N. Patel and A. K. Verma and L. B. Zala and S. D. Dhiman and D. R. Bhatt and Jagdish M. Rathod and Bhargav C. Goradiya and Mehfuza S. Holia and Dharita K. Patel},
  series    = {Kalpa Publications in Civil Engineering},
  volume    = {1},
  publisher = {EasyChair},
  bibsource = {EasyChair, https://easychair.org},
  issn      = {2515-1789},
  url       = {/publications/paper/gM},
  doi       = {10.29007/kj2r},
  pages     = {375-380},
  year      = {2017}}

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