Bridge Timber Piles Load Rating under Eccentric Loading Conditions-Reference-Cited by-同舟云学术

Bridge Timber Piles Load Rating under Eccentric Loading Conditions

Published:2012-07 Issue:4 Volume:17 Page:700-710
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Andrawes Bassem¹,Caiza Pablo²

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801 (corresponding author).

2. Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801.

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.1943-5592.0000300

Reference15 articles.

1. American Associated of State Highway Officials (AASHTO). (2007). LRFD bridge design specification Washington DC.

2. American Association of State Highway and Transportation Officials (AASHTO). (2002). “Standard specifications for highway bridges.” 17th Ed. Washington DC.

3. American Forest and Paper Association (AFPA). (2005). National design specification (NDS) for wood construction Washington DC.

4. Ansys 9.0 [Computer software]. (2004). Canonsburg PA Ansys.

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