Effects of Corrosion and Scouring on Barge Impact Fragility of Bridge Structures Considering Nonlinear Soil–Pile Interaction-Reference-Cited by-同舟云学术

Effects of Corrosion and Scouring on Barge Impact Fragility of Bridge Structures Considering Nonlinear Soil–Pile Interaction

Published:2021-08 Issue:8 Volume:26 Page:04021058
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Fan Wei¹^ORCID,Sun Yang²,Sun Wenbiao³,Huang Xu⁴^ORCID,Liu Bin⁵

Affiliation:

1. Professor, Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering, Hunan Univ., Changsha 410082, China; Key Laboratory of Building Safety and Energy Efficiency of the Ministry of Education, Hunan Univ., China. ORCID: .

2. Former Research Assistant, College of Civil Engineering, Hunan Univ., Changsha 410082, China; Engineer, Guangdong Communication Planning & Design Institute Co. Ltd, Guangdong 510507, China.

3. Ph.D. Candidate, Dept. of Bridge Engineering, College of Civil Engineering, Hunan Univ., Changsha 410082, China.

4. Postdoctoral Fellow, Dept. of Civil and Mineral Engineering, Univ. of Toronto, Ontario, Canada M5S 1A4 (corresponding author). ORCID: .

5. Postdoctoral Fellow, Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering, Hunan Univ., Changsha 410082, China; Engineer, Hualan Design & Consulting Group, Nanning 530011, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001757

Reference52 articles.

1. 7D-Soft High Technology Inc. 2009. “1stOpt Manual Release 1.5.” Accessed June 15 2019. http://www.7d-soft.com.

2. AASHTO. 2009. Guide specifications and commentary for vessel collision design of highway bridges. Washington, D.C: AASHTO.

3. API (American Petroleum Institute). 2000. Recommended practice for planning, designing and constructing fixed offshore platforms—Working stress design. Houston: API.

4. Modeling lateral soil–pile response based on soil-pile interaction;Ashour M.;J. Geotech. Geoenviron. Eng.,2000

5. Some new three level designs for the study of quantitative variables;Box G. E. P.;Technometrics,1960

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