Seismic Design of the Wharves with Performance-Based and Conventional Force-based Design Methods

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Journal Paper

Paper Information

Journal: CIVIL AND PROJECT JOURNAL Year:2019 | Volume:1 | Issue:3 Page(s): 10-28

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Information Journal Paper

Title

Seismic Design of the Wharves with Performance-Based and Conventional Force-based Design Methods

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Keywords

Wharves and Piers

Performance

based design

Hazard levels Seismic Design

Soil

structure interaction

Abstract

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.

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APA: Copy

Moafi Madani, Seyed hamid. (1398). بررسی و مقایسه نتایج طراحی اسکله شمع و عرشه به روش نیروئی و عملکردی. عمران و پروژه, 1(3 ), 10-28. SID. https://sid.ir/paper/268499/en

Vancouver: Copy

Moafi Madani Seyed hamid. بررسی و مقایسه نتایج طراحی اسکله شمع و عرشه به روش نیروئی و عملکردی. عمران و پروژه[Internet]. 1398;1(3 ):10-28. Available from: https://sid.ir/paper/268499/en

IEEE: Copy

Seyed hamid Moafi Madani, “بررسی و مقایسه نتایج طراحی اسکله شمع و عرشه به روش نیروئی و عملکردی,” عمران و پروژه, vol. 1, no. 3 , pp. 10–28, 1398, [Online]. Available: https://sid.ir/paper/268499/en

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