Pushover Analysis of Asymmetric Steel Buildings

International Journal of Civil Engineering

© 2017 by SSRG - IJCE Journal

Volume 4 Issue 6

Year of Publication : 2017

Authors : Mohit K. Parmar, Snehal V. Mevada, Vishal B. Patel

10.14445/23488352/IJCE-V4I6P105

How to Cite?

Mohit K. Parmar, Snehal V. Mevada, Vishal B. Patel, "Pushover Analysis of Asymmetric Steel Buildings," SSRG International Journal of Civil Engineering, vol. 4,  no. 6, pp. 31-36, 2017. Crossref, https://doi.org/10.14445/23488352/IJCE-V4I6P105

Abstract:

 This research work includes the comparative study of building performances at its performance points with different eccentricity conditions. In steel Building with G+3 storeys, shear walls are used to generate different eccentricities like 0% to 10%, 10% to 20%, 20% to 30%, 30% to 40% and 40% to 50% of total length in that direction. Pushover Analysis is performed in SAP2000 to get performance of the building. Based on the results, it is observed that with the increase in percentage of eccentricity, base shear capacity decreases and displacement increases.

Keywords:

 Pushover Analysis, Performance Point, Shear wall, Eccentricity.

References:

1) JOSE A. SY., NAVEED ANWAR, THAUNG HTITAUNG AND DEEPAK RAYAMAJHI, PERFORMANCE BASED SEISMIC DESIGN STATE OF PRACTICE, 2012, MANILA, PHILIPPINES. INTERNATIONAL JOURNAL OF HIGH-RISE BUILDINGS, 2012.
2) RAJKUMAR DUBAL, GOLE NEHA, PATIL G. R., SANDIP VASANWALA, CHETAN MODHERA, APPLICATION OF PREFORMANCE BASED SEISMIC DESIGN MOTHOD TO REINFORCED CONCRETE MOMENT RESISTANT FRAME WITH VERTICAL GEOMETRIC IRREGULARITY WITH SOFT STOREY, AMERICAN JOURNAL OF ENGINEERING RESEARCH, 2014.
3) SUCHITA HIRDE, IRSHAD MULLANI, PERFORMANCE BASED SEISMIC DESIGN OF RCC BUILDING, INTERNATIONAL JOURNAL OF ENGINEERING RESEARCH, 2016.
4) JENISH M. MISTRY, CHINTAN KHATRI, ANUJ K. CHANDIWALA, A REVIEW ON PERFORMANCE BASED DESIGN OF MULTISTORY BUILDING, INTERNATIONAL JOURNAL OF ADVANCE ENGINEERING AND RESEARCH DEVELOPMENT, 2015.
5) FEMA 356 NEHRP PRE STANDARD AND COMMENTARY FOR THE SEISMIC REHABILITATION OF BUILDINGS. (2000).
6) ATC SEISMIC EVALUATION AND RETROFIT OF CONCRETE BUILDINGS- VOLUME 1 (ATC40). REPORT NO. SSC 96-01. REDWOOD CITY (CA): APPLIED TECHNOLOGY COUNCIL; 1996.
7) IS 1893 – 2002 (PART-1), CRITERIA FOR EARTHQUAKE RESISTANCE DESIGN OF STRUCTURE. BUREAU OF INDIAN STANDARD, 2002.
8) IS 800 (2007): GENERAL CONSTRUCTION IN STEEL – CODE OF PRACTICE.