A Consecutive Modal Pushover Procedure for Nonlinear Static Analysis Of Symmetric-Plan of High Rise Building to Compare the Raft Foundation and Pile Foundation

Authors

  • Brijen Kapadia Department of Civil Engineering, Darshan Institute of Engineering
  • Vasudeo Chaudhari Department of Civil Engineering, Indus University
  • Kaushik Koradia Department of Civil Engineering, Darshan Institute of Engineering

Keywords:

Tall building, Ahmedabad region, different foundation,SSI, SAP2000

Abstract

Frequent field test concluded that the foundation type is very important for the high rise building. The upper layer
of 200–300m below the Ahmedabad city is mostly alluvium, formed by the meandering Sabarmati River. Here in this work
performance of tall building is studied by varying types of foundations for Ahmedabad region. Behavior of tall building is
evaluated by performing non-linear static (push over) analysis using Finite element model developed in SAP2000.

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Published

2015-05-25

How to Cite

Brijen Kapadia, Vasudeo Chaudhari, & Kaushik Koradia. (2015). A Consecutive Modal Pushover Procedure for Nonlinear Static Analysis Of Symmetric-Plan of High Rise Building to Compare the Raft Foundation and Pile Foundation. International Journal of Advance Engineering and Research Development (IJAERD), 2(5), 377–380. Retrieved from https://ijaerd.org/index.php/IJAERD/article/view/868

Issue

Vol. 2 No. 5 (2015): Volume 2 Issue 5, May 2015

Section

Articles