A Consecutive Modal Pushover Procedure for Nonlinear Static Analysis Of Symmetric-Plan of High Rise Building to Compare the Raft Foundation and Pile Foundation
| Author(s) | : | Brijen Kapadia, Vasudeo Chaudhari, Kaushik Koradia |
| Institution | : | Department of Civil Engineering, Darshan Institute of Engineering |
| Published In | : | Vol. 2, Issue 5 — May 2015 |
| Page No. | : | 377-380 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
Frequent field test concluded that the foundation type is very important for the high rise building. The upper layerof 200–300m below the Ahmedabad city is mostly alluvium, formed by the meandering Sabarmati River. Here in this workperformance of tall building is studied by varying types of foundations for Ahmedabad region. Behavior of tall building isevaluated by performing non-linear static (push over) analysis using Finite element model developed in SAP2000.
Brijen Kapadia, Vasudeo Chaudhari, Kaushik Koradia, “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), Vol. 2, Issue 5, pp. 377-380, May 2015.
