A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Performance of MRFs Due to Nonlinear Analysis
Abstract Pushover analysis (POA) was carried out on six different types of frames. In this analysis, lateral load acts as the main role in evaluating the structure performance according to the pushover analysis. In this analysis, as suggested by Eurocode 8 (BSI in Eurocode 8: design provisions for earthquake resistance of structures: part 1-1, general rules—seismic actions and general requirements for structures. British Standards Institution, London, 2004), the triangle lateral load was applied to perform the analysis.
Performance of MRFs Due to Nonlinear Analysis
Abstract Pushover analysis (POA) was carried out on six different types of frames. In this analysis, lateral load acts as the main role in evaluating the structure performance according to the pushover analysis. In this analysis, as suggested by Eurocode 8 (BSI in Eurocode 8: design provisions for earthquake resistance of structures: part 1-1, general rules—seismic actions and general requirements for structures. British Standards Institution, London, 2004), the triangle lateral load was applied to perform the analysis.
Performance of MRFs Due to Nonlinear Analysis
Mohamed Nazri, Fadzli (author)
2017-11-30
26 pages
Article/Chapter (Book)
Electronic Resource
English
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