Countermeasure of Air Venting Holes in the Bridge Deck–Wave Interaction under Solitary Waves-Reference-Cited by-同舟云学术

Countermeasure of Air Venting Holes in the Bridge Deck–Wave Interaction under Solitary Waves

Published:2017-02 Issue:1 Volume:31 Page:04016071
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Xu Guoji¹,Cai C. S.²,Chen Qin³

Affiliation:

1. Research Assistant, Center for Computation and Technology, Louisiana State Univ., Baton Rouge, LA 70803; Division of Computer Science and Engineering, Louisiana State Univ., Baton Rouge, LA 70803 (corresponding author).

2. Edwin B. and Norma S. McNeil Distinguished Professor, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803.

3. Professor, Dept. of Civil and Environmental Engineering, and Center for Computation and Technology, Louisiana State Univ., Baton Rouge, LA 70803.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000937

Reference37 articles.

1. AASHTO. (2008). “Guide specifications for bridges vulnerable to coastal storms.” Washington DC.

2. ANSYS Fluent 15.0 [Computer software]. ANSYS Canonsburg PA.

3. Araki S. Deguchi I. and Itoh S. (2008). “Experimental study on fluid force on bridge beam due to tsunami.” Proc. 18th Int. Offshore and Polar Engineering Conf. International Society of Offshore and Polar Engineers Mountain View CA 586–591.

4. Bozorgnia M. Lee J. J. and Raichlen F. (2010). “Wave structure interaction: Role of entrapped air on wave impact and uplift forces.” Proc. 32nd Conf. on Coastal Engineering ASCE Reston VA.

5. Experimental Setup for a Large-Scale Bridge Superstructure Model Subjected to Waves

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