Dynamic Analysis of Multistorey Building using Response Spectrum Method and Seismic Coefficient Method – A Comparison
Journal Title: International Journal for Research in Applied Science and Engineering Technology (IJRASET) - Year 2017, Vol 5, Issue 3
Abstract
Earthquakes are very disastrous and cause a great harm to living life, material life and buildings. Hence proper dynamic analysis for building having earthquake threat is needed. This will ensure proper designs resulting in an earthquake proof structure. Different dynamic investigation techniques are accessible for tremor examination of multi-storey structures which are response spectrum method (RSM), seismic coefficient method (SCM), time history strategy and Codal provision technique (CPT). Many authors tried to study analysis of multi- storied structures using one or the other method stated above. However, there is no consensus on the particular method being the best one. The most popular among them being Seismic Coefficient Method and Response Spectrum Method. This study aims at reviewing few of the available research reports on analysis of multistore building using RESPONSE SPECTRUM METHOD and SEISMIC COEFFICIENT METHOD. A comparison of dynamic analysis of multistore building for earthquakes is presented. It was found that only few authors could present a faint idea of comparison of various methods for earthquake analysis of multistore building. The present study suggests that the Response Spectrum Method, which is widely used for analysis of multistore buildings and incorporated in most of the codes related to earthquake analysis of buildings, is found most suitable for earthquake analysis of multistore buildings by most of the authors.
Authors and Affiliations
Suchi Nag Choudhary, Dr. P. S. Bokare
Keywords
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- EP ID EP23662
- DOI http://doi.org/10.22214/ijraset.2017.3202
- Views 333
- Downloads 5
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