Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
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 (Autor:in)
30.11.2017
26 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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