The Assessment of the Influence of Soil Type on the Nonlinear Seismic Response of a Corroded Reinforced Concrete Portal Frame
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Bentham Science Publishers
e18741495283898
Hassan University First of Settat, B.P. 539, Settat, 26000, Morocco; National School of Applied Sciences Berrechid, Avenue de l'université, B.P 218, Berrechid, Morocco
Idhamou L., Hassan University First of Settat, B.P. 539, Settat, 26000, Morocco; Mansouri M., National School of Applied Sciences Berrechid, Avenue de l'université, B.P 218, Berrechid, Morocco; Lakhouili A., Hassan University First of Settat, B.P. 539, Settat, 26000, Morocco
L. Idhamou; Hassan University First of Settat, Settat, B.P. 539, 26000, Morocco; email: idhamoulahoucine@gmail.com
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10.2174/0118741495283898240103091120
Capacity curve; Concrete portal frame; Corrosion of reinforced concrete; Nonlinear static analysis; Pushover analysis; Soil type