نوع مقاله : مقاله پژوهشی
نویسندگان
1 دانشگاه علم و صنعت ایران-دانشکده عمران
2 دانشگاه آزاد کرمان-تهران-ایران
چکیده
کلیدواژهها
عنوان مقاله [English]
نویسندگان [English]
Due to the complexity of loads applied to wharves and piers because of their special application as mooring and berthing structures, their design always has many challenges. These structures have a large mass, and the piles and pile caps connections must sustain large inelastic deformations during major earthquakes which force-based design method cannot consider properly. So this study was undertaken to evaluate the full seismic performance of a typical synchrolift wharf located at Hormozgan province with performance-based design method by a series of static pushover analyses for three different hazard levels in accordance with ASCE/COPRI 61-14 code requirements and local seismicity. Soil-structure interaction, material overstrength, and site-specific response spectra were used to determine the displacement demands. The results reveal that using conventional force-based design method leads to the unreliable deck as well as uneconomical pile foundation designs.
کلیدواژهها [English]
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