Performance-based-plastic design method of reinforced concrete structure for operational performance level

نویسندگان

چکیده

Under major load earthquakes, reinforced concrete structures designed according to the current codes will experience an inelastic deformation which is difficult predict and control. Performance-based plastic design (PBPD) methodology applied forward in this study. In method, as performance criteria, target drift yield mechanisms are preselected. Based on work-energy balance principle, base shear given earthquake level calculated work required push structure monotonically drift. The equals energy needed by equivalent single degree of freedom same state. utilized desired mechanism. method was adopted a 10-story with lateral forces based SNI 1726:2019 Performance-Based Plastic Design method. Pushover analysis carried out where pushed obtain resistance followed yielding gradually until occurred collapse From pushover analysis, ductility value for less ductile than analytical using

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ژورنال

عنوان ژورنال: E3S web of conferences

سال: 2021

ISSN: ['2555-0403', '2267-1242']

DOI: https://doi.org/10.1051/e3sconf/202133105010