Crane-Wharf Interaction Nonlinear Time-History Analysis for Pier E Wharf at the Port of Long Beach-Reference-Cited by-同舟云学术

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Crane-Wharf Interaction Nonlinear Time-History Analysis for Pier E Wharf at the Port of Long Beach

Published:2013-08-12 Issue: Volume: Page:
ISSN:
Container-title:Ports 2013
language:
Short-container-title:

Author:

Jaradat O.,Lai Cheng,Elsadek A.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784413067.129

Reference14 articles.

1. Bell J. C. Blandon and J. Restrepo "Seismic Testing of Existing Full-Scale Pile to Deck Connections: Precast Prestressed and Steel Pile" Structural Systems Research Project UCSD January 2008.

2. Blandon C.A. Seismic Analysis and Design of Pile Supported Wharves Ph.D. Thesis European School for Advanced Studies in Reduction of Seismic Risk Rose School October 2007.

3. Earth Mechanics Inc. (EMI) Port-Wide Ground Motion Study Port of Long Beach California Prepared for the Port of Long Beach August 7 2006

4. Earth Mechanics Inc. (EMI) Port-Wide Ground Motion Study Port of Long Beach California Addendum to Final Report Prepared for the Port of Long Beach August 15 2008

5. Earth Mechanics Inc. (EMI) Geotechnical Site Characterization Pier E Redevelopment Project Port of Long Beach California March 2010a.

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Design of Fixed Structures;Design of Marine Facilities;2016-10-25

2. Seismic Design of an Irregular Wharf Utilizing ASCE 61;Ports 2016;2016-06-06

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