Analytical Formulation for Limit Length of Integral Abutment Bridges-Reference-Cited by-同舟云学术

Analytical Formulation for Limit Length of Integral Abutment Bridges

Published:2011-08 Issue:3 Volume:21 Page:304-310
ISSN:1016-8664
Container-title:Structural Engineering International
language:en
Short-container-title:Structural Engineering International

Author:

Zordan Tobia¹,Briseghella Bruno²,Lan Cheng³

Affiliation:

1. College of Civil Engineering, Tongji University, Shanghai, China Contact:

2. College of Civil Engineering, Fuzhou University, Fuzhou, China

3. University IUAV of Venice, Italy

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.2749/101686611X13049248220654

Reference7 articles.

1. Briseghella B, Lan C, Zordan T. Optimized design for soil-pile interaction and abutment size of integral abutment bridges. 34th IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanized Areas, Venice, Italy, 2010.

2. Arsoy S. Experimental and Analytical Investigations of Piles and Abutments of Integral Bridges. PhD Thesis, Faculty of the Virginia Polytechnic Institute and State University, Blacksburg, Virginia, USA, 2000.

3. National Cooperative Highway Research Program (NCHRP). In Manuals for the Design of Bridge Foundations, Barker RM, Duncan JM, Rojiani KB, Ooi PSK, Tan CK, Kim SG, eds. Rep. 343, Transportation Research Board: Washington, DC, 1991.

4. American Petroleum Institute (API). Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms—Working Stress Design. 21st ed. API RP 2A-WSD, Washington, DC, 2000.

5. CEN, the European Committee for Standardization. Eurocode 1: Actions on Structures—Part 1–5: General Actions—Thermal Actions (EN 1991-1-5: 2003), 2003.

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