STUDY ON PERFORMANCE ON FORCE BASED DESIGN VS DISPLACEMENT BASED DESIGN IN EVALUATING SEISMIC DEMAND ON REGULAR RCC STRUCTURE

MEENA A. BHAGAT, SHUBHANGI KAKDE

ISSN No.(E):2581-4230

Volume 3 Issue 6

STUDY ON PERFORMANCE ON FORCE BASED DESIGN VS DISPLACEMENT BASED DESIGN IN EVALUATING SEISMIC DEMAND ON REGULAR RCC STRUCTURE (20150355)

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Authors : MEENA A. BHAGAT , SHUBHANGI KAKDE

Abstracts : Recently many research projects related to the design of earthquake resistant structures and various robust construction methods are expected to be earthquakes and the study explains two major methods of Force Based Design (FBD) and Direct Displacement Based Design(DDBD) in which the first is a Conventional method, while later one is an approach to design performance. Design and analysis were in bare-frame dimensions of four, eight and twelve stories based on the following IS 456, IS 1893 codes: 2000, ETABSA and two design approaches should be studied.

Pages : 65-68

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Downloads : 136

Publication Date : 2017-06-25

Modified Date : 2018-01-17

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MEENA A. BHAGAT , SHUBHANGI KAKDE , "STUDY ON PERFORMANCE ON FORCE BASED DESIGN VS DISPLACEMENT BASED DESIGN IN EVALUATING SEISMIC DEMAND ON REGULAR RCC STRUCTURE", JournalNX - A Multidisciplinary Peer Reviewed Journal, Volume 3 Issue 6, ISSN : 2581-4230, Page No. 65-68