Pushover Analysis of Steel Structures with Different Plan Configuration - A Literature Review |
Author(s): |
| Mohammad Monis Qureshi , MITM UJJAIN; Dr J N Vyas, MITM Ujjain |
Keywords: |
| Pushover analysis, performance objectives medium rise steel frame with different plan configuration, Base shear, performance point, displacement, drift |
Abstract |
|
In India, seismic study of steel structures couldn’t be done because of lack of theoretical and practical studies in engineers and researchers. So, in this review paper we studied about the performance based analysis of steel structures according to IS 1893:2016. We studied the steel structure with different systems and plans using different software. The behaviour of steel structure under the action of seismic effect, could suffer a considerable degree of freedom in the direction of Seismic load. Steel is by far most useful material in construction and played an important role in last few decades. It must necessary to analyze and design a structure to perform well under seismic loads and also endow with well strength, stability and ductility for seismic design. The seismic performance of a multi-story steel frame structure is analyzed according to the provision of current Indian code (IS 800-20007), seismic data and seismic factor from Indian code (IS1893-2016). Few guidelines like Applied Technology Council (ATC40) and Federal Emergency Management Agency (FEMA356) have used. The study of Steel Structures with different plan configuration is very essential now a day, as it will help to understand the behaviour of the structure in certain circumstances. |
Other Details |
|
Paper ID: IJSRDV9I40134 Published in: Volume : 9, Issue : 4 Publication Date: 01/07/2021 Page(s): 119-126 |
Article Preview |
|
|
|
|
