INTERNATIONAL JOURNAL OF SCIENTIFIC DEVELOPMENT AND RESEARCH International Peer Reviewed & Refereed Journals, Open Access Journal ISSN Approved Journal No: 2455-2631 | Impact factor: 8.15 | ESTD Year: 2016
open access , Peer-reviewed, and Refereed Journals, Impact factor 8.15
Due to its simplicity, the structural engineering profession has been using the nonlinear static procedure (NSP) or pushover analysis. Modeling for such analysis requires the determination of the nonlinear properties of each component in the structure, quantified by strength and deformation capacities, which depend on the modeling assumptions. Pushover analysis is carried out for either user-defined nonlinear hinge properties or default-hinge properties, available in some programs based on the FEMA-356 and FEMA – 440 guidelines. This paper aims to conduct the non-linear static analysis (Pushover Analysis) of reinforced concrete building. The pushover analysis shows the pushover curves, capacity spectrum, plastic hinges and performance level of the building. The non-linear static analysis gives better understanding and more accurate seismic performance of buildings of the damage or failure element of the structure.
"PUSHOVER ANALYSIS OF BUILDING WITH INFILL WALL", International Journal of Science & Engineering Development Research (www.ijsdr.org), ISSN:2455-2631, Vol.1, Issue 6, page no.434 - 438, June-2016, Available :http://www.ijsdr.org/papers/IJSDR1606074.pdf
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Publication Details:
Published Paper ID: IJSDR1606074
Registration ID:160555
Published In: Volume 1 Issue 6, June-2016
DOI (Digital Object Identifier):
Page No: 434 - 438
Publisher: IJSDR | www.ijsdr.org
ISSN Number: 2455-2631
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