EVALUATION OF SEISMIC PERFORMANCE OF AN EXISTINGDOLPHIN-TYPE BERTH SUBJECTED TO LIQUEFACTIONINDUCEDLATERAL SPREADING BY LARGE SCALE SHAKETABLE TEST

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.

Keywords:

Dolphin-Type Berth , Shaking Table Test , Pile Group , Liquefaction , Lateral Spreading

Authors

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

Certificate
من نویسنده این مقاله هستم

استخراج به نرم افزارهای پژوهشی:

لینک ثابت به این Paper:

https://civilica.com/doc/389102

شناسه ملی سند علمی:

ICOPMAS11_261

تاریخ نمایه سازی: 22 مهر 1394

How to Cite to This Paper:

If you want to refer to this Paper in your research work, you can simply use the following phrase in the resources section:

Kavand, Ali and Haeri, S Mohsen and Raisianzadeh, Javad and Padash, Hadi,1393,EVALUATION OF SEISMIC PERFORMANCE OF AN EXISTINGDOLPHIN-TYPE BERTH SUBJECTED TO LIQUEFACTIONINDUCEDLATERAL SPREADING BY LARGE SCALE SHAKETABLE TEST,11th International Conference on Coasts, Ports and Marine Structures,Tehran,https://civilica.com/doc/389102

Scientometrics

The specifications of the publisher center of this Paper are as follows:

Ranking of University of Tehran

Type of center: دانشگاه دولتی

Paper count: 100,823

In the scientometrics section of CIVILICA, you can see the scientific ranking of the Iranian academic and research centers based on the statistics of indexed articles.

مقالات مرتبط جدید