Design of Prestressing Tendons for Strengthening Steel Truss Bridges-Reference-Cited by-同舟云学术

Design of Prestressing Tendons for Strengthening Steel Truss Bridges

Published:2008-09 Issue:5 Volume:13 Page:449-454
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Albrecht Pedro¹²,Lenwari Akhrawat¹²

Affiliation:

1. Professor Emeritus, 3000 Ibis Way #201, Venice, FL 34292. E-mail: PedroAlbrecht@atmc.net

2. Lecturer, Dept. of Civil Engineering, Chulalongkorn Univ., Bangkok 10330, Thailand. E-mail: akhrawat@chula.ac.th

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282008%2913%3A5%28449%29

Reference6 articles.

1. Stress Intensity Factors for Structural Steel I-Beams

2. Rapid calculation of stress intensity factors;Albrecht P.;J. Struct. Div.,1977

3. American Association of State Highway and Transportation Officials (AASHTO). (1978). Guide specifications for fracture critical non-redundant steel bridge members Washington D.C.

4. Klaiber F. W. Dunker K. F. Wipf T. J. and Sanders W. W. (1987). “Methods of strengthening existing highway bridges.” NCHRP Rep. No. 293 Transportation Research Board Washington D.C.

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