Design of Semi-Flexible and Flexible Dolphins with Concrete Pile Caps

Design of Semi-Flexible and Flexible Dolphins with Concrete Pile Caps

Vitaly B. Feygin

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P.E.

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Design of Semi-Flexible and Flexible Dolphins with Concrete Pile Caps

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O Jaradat,Cheng Lai,A Elsadek (2013). Crane-Wharf Interaction Nonlinear Time-History Analysis for Pier E Wharf at the Port of Long Beach.
(2002). Guidelines for the Design of Fender Systems.
Trelleborg High Performance Fenders.
Australian Standard,A (2005). Guidelines for the Design of Marine Structures.
(2010). Stability under Seismic Loading.
(2012). Seismic Design of Pile -to-Pile Cap Connections in Flexible Pier Structures.
(2007). API RP-2A "Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms-Working Stress Design.

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Funding

No external funding was declared for this work.

Conflict of Interest

The authors declare no conflict of interest.

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No ethics committee approval was required for this article type.

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Not applicable for this article.

How to Cite This Article

Vitaly B. Feygin. 2015. \u201cDesign of Semi-Flexible and Flexible Dolphins with Concrete Pile Caps\u201d. Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 15 (GJRE Volume 15 Issue E1): .

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GJRE Volume 15 Issue E1
Pg. 1- 22

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Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

Keywords

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Classification

GJRE-E Classification: FOR Code: 861001

Submission ReceivedJune 10, 2015
Peer Review Double Blind
Handling Editor
Accepted July 4, 2015
Published July 15, 2015

Version of record

v1.2

Issue date

March 20, 2015

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Article Matrices

Total Score: 132

Country: United States

Subject: Global Journal of Research in Engineering - E: Civil & Structural

Authors: Vitaly B. Feygin, P.E. (PhD/Dr. count: 0)

View Count (all-time): 185

Total Views (Real + Logic): 4271

Total Downloads (simulated): 2167

Publish Date: 2015 03, Fri

Monthly Totals (Real + Logic):

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Total Views: 4271

Total Downloads: 2167

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