EVALUATION OF SEISMIC PERFORMANCE OF AN EXISTINGDOLPHIN-TYPE BERTH SUBJECTED TO LIQUEFACTIONINDUCEDLATERAL SPREADING BY LARGE SCALE SHAKETABLE TEST
عنوان مقاله: EVALUATION OF SEISMIC PERFORMANCE OF AN EXISTINGDOLPHIN-TYPE BERTH SUBJECTED TO LIQUEFACTIONINDUCEDLATERAL SPREADING BY LARGE SCALE SHAKETABLE TEST
شناسه ملی مقاله: ICOPMAS11_261
منتشر شده در یازدهمین همایش بین المللی سواحل، بنادر و سازه های دریایی در سال 1393
شناسه ملی مقاله: ICOPMAS11_261
منتشر شده در یازدهمین همایش بین المللی سواحل، بنادر و سازه های دریایی در سال 1393
مشخصات نویسندگان مقاله:
Ali Kavand - Assistant Professor - School of Civil Engineering, College of Engineering, University of Tehran
S Mohsen Haeri - Professor - Department of Civil Engineering, Sharif University of Technology
Javad Raisianzadeh - PhD Student - School of Civil Engineering, College of Engineering, University of Tehran
Hadi Padash - MSc Graduate - Department of Civil Engineering, Sharif University of Technology
خلاصه مقاله:
Ali Kavand - Assistant Professor - School of Civil Engineering, College of Engineering, University of Tehran
S Mohsen Haeri - Professor - Department of Civil Engineering, Sharif University of Technology
Javad Raisianzadeh - PhD Student - School of Civil Engineering, College of Engineering, University of Tehran
Hadi Padash - MSc Graduate - Department of Civil Engineering, Sharif University of Technology
Several important ports and marine structures are located at northern and southern coasts ofIran which are mostly comprised of saturated sands that are potentially prone to liquefactionduring earthquakes.
کلمات کلیدی: Dolphin-Type Berth, Shaking Table Test, Pile Group, Liquefaction, Lateral Spreading
صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/389102/