Fragility Analysis of Pile-Supported Wharves and Piers Exposed to Storm Surge and Waves-Reference-Cited by-同舟云学术

Fragility Analysis of Pile-Supported Wharves and Piers Exposed to Storm Surge and Waves

Published:2018-03 Issue:2 Volume:144 Page:04017046
ISSN:0733-950X
Container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering
language:en
Short-container-title:J. Waterway, Port, Coastal, Ocean Eng.

Author:

Balomenos Georgios P.¹,Padgett Jamie E.²

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Rice Univ., 6100 Main St., Houston, TX 77005 (corresponding author).

2. Associate Professor, Dept. of Civil and Environmental Engineering, Rice Univ., 6100 Main St., Houston, TX 77005.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29WW.1943-5460.0000436

Reference52 articles.

1. Allsop W. Cuomo G. and Tirindelli M. (2006). “New prediction method for wave-in-deck loads on exposed piers/jetties/bridges.” Proc. 30th Int. Conf. on Coastal Engineering World Scientific Singapore 4482–4493.

2. Probabilistic Modeling of Bridge Deck Unseating during Hurricane Events

3. Bardi J. C. Ostbo B. I. Fenical S. and Tirindelli M. (2007). “Cozumel’s international cruise terminal: Hurricane Wilma recovery and reconstruction.” Proc. ASCE Ports 2007: 30 Years of Sharing Ideas: 1977–2007 ASCE Reston VA 1–10.

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