Non-linear static analysis of multi-storey building by using SAP2000
| Author(s) | : | Chiral Modi, Jasmin Gadhiya, Aditya Bhatt |
| Institution | : | Civil Department, Chhotubhai Gopalbhai Patel Institute of Technology |
| Published In | : | Vol. 3, Issue 12 — December 2016 |
| Page No. | : | 452-458 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
Pushover analysis is a static, nonlinear procedure using simplified nonlinear technique to estimate seismicstructural deformations. It is an incremental static analysis used to determine the force-displacement relationship, or thecapacity curve, for a structure or structural element. In technique a computer model of the building is subjected to alateral load of a certain shape (i.e., inverted triangular or uniform). This study aims at evaluating and comparing theresults of different methodologies namely the ones described by the ATC-40 and the FEMA-273 using nonlinear staticprocedures, with described acceptance criteria. The methodologies are applied to an existing building designed as perthe IS 456-2000 and IS 1893-2002 (Part II) in the context of Performance Based Seismic Design procedures. It givesclear idea about the performance of building by applying different load combination .
Chiral Modi, Jasmin Gadhiya, Aditya Bhatt, “Non-linear static analysis of multi-storey building by using SAP2000”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 3, Issue 12, pp. 452-458, December 2016.
