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Published in 2018 at "International Journal of Civil Engineering"
DOI: 10.1007/s40999-018-0322-z
Abstract: The response modification factor (R-factor) of reinforced concrete (RC) moment resisting frames (MRFs) designed with adequate ductility in accordance with the Egyptian code is evaluated. Static pushover and earthquake time history analyses are employed to…
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Keywords:
response modification;
factor;
geometric configurations;
different geometric ... See more keywords