CIVILICA We Respect the Science
Publisher of Iranian Journals and Conference Proceedings
Paper
title

A NOVEL DESIGN OF CAISSON QUAY WALL BASED ON PILES AND INVESTIGATING THE SEISMIC PERFORMANCE USING FINITE DIFFERENCE TIME HISTORY ANALYSIS

Credit to Download: 0 | Page Numbers 2 | Abstract Views: 89
Year: 2018
COI code: ICOPMAS13_039
Paper Language: English

How to Download This Paper

For Downloading the Fulltext of CIVILICA papers please visit the orginal Persian Section of website.

Authors A NOVEL DESIGN OF CAISSON QUAY WALL BASED ON PILES AND INVESTIGATING THE SEISMIC PERFORMANCE USING FINITE DIFFERENCE TIME HISTORY ANALYSIS

  Roohollah Abbasi Shanbehbazari - School of civil engineering, University of Tehran, Tehran, Iran

Abstract:

Quay walls, which are an important part of maritime transportation system, function as a protective structure for the soil behind and all port facilities built on it, includingcargo and passenger shipping equipment; Thus optimal and innovative design of these structures is a high-priority issue in coastal engineering and important to the nationalinterest. Caissons are among the largest berthing structures which are used for the construction of quays, breakwaters, coastal walls, bridges, etc. caisson type quay wall, is one ofthe most widely used kinds of quays, specially due to its structural and economic advantages, including working as a breakwater, relatively easy and quick implementation,and also much less need for repair and maintenance compared to traditional pile-supported wharves which are highly vulnerable to corrosion, deformation of the pilesdue to chemical factors and dynamic loading. On the other hand, caisson walls demand a rigid and firm foundation to resist their significant weight and consequently cannot bebuilt everywhere. The present study suggests a novel design in order to make it possible to use the advantages of caisson quay walls even in lands with inappropriate soils[1-2]

Keywords:

Perma Link

https://www.civilica.com/Paper-ICOPMAS13-ICOPMAS13_039.html
COI code: ICOPMAS13_039

how to cite to this paper:

If you want to refer to this article in your research, you can easily use the following in the resources and references section:
Abbasi Shanbehbazari, Roohollah, 2018, A NOVEL DESIGN OF CAISSON QUAY WALL BASED ON PILES AND INVESTIGATING THE SEISMIC PERFORMANCE USING FINITE DIFFERENCE TIME HISTORY ANALYSIS, 13th International Conference on Coasts, Ports and Marine Structures, تهران, سازمان بنادر و دريانوردي, https://www.civilica.com/Paper-ICOPMAS13-ICOPMAS13_039.htmlInside the text, wherever referred to or an achievement of this article is mentioned, after mentioning the article, inside the parental, the following specifications are written.
First Time: (Abbasi Shanbehbazari, Roohollah, 2018)
Second and more: (Abbasi Shanbehbazari, 2018)
For a complete overview of how to citation please review the following CIVILICA Guide (Citation)

Scientometrics

The University/Research Center Information:
Type: state university
Paper No.: 54975
in University Ranking and Scientometrics the Iranian universities and research centers are evaluated based on scientific papers.

Research Info Management

Export Citation info of this paper to research management softwares

New Related Papers

Iran Scientific Advertisment Netword

Share this paper

WHAT IS COI?

COI is a national code dedicated to all Iranian Conference and Journal Papers. the COI of each paper can be verified online.