Welded Wire Fabric for Bridges. II: Fatigue Strength-Reference-Cited by-同舟云学术

Welded Wire Fabric for Bridges. II: Fatigue Strength

Published:1994-06 Issue:6 Volume:120 Page:1882-1892
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:Journal of Structural Engineering

Author:

Ayyub Bilal M.,Chang Peter C.,Al‐Mutairi Naji A.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%281994%29120%3A6%281882%29

Reference29 articles.

1. Al‐Mutairi N. (1989). “The structural feasibility of using welded wire fabric in bridge decks ” PhD thesis University of Maryland College Park Md.

2. Al‐Mutairi N. Ayyub B. and Chang P. (1989). “The feasibility of using welded steel mesh in bridge decks—structural evaluation and testing.” Rep. Dept. of Civ. Engrg. Univ. of Maryland College Park Md.

3. Welded Wire Fabric for Bridges. I: Ultimate Strength and Ductility

4. Bernold L. Chang P. Ayyub B. M. (1989). “The feasibility of using welded wire fabric in bridge decks—construction & management assessment.” Rep. Dept. of Civ. Engrg. Univ. of Maryland College Park Md.

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2. Fatigue design and retrofit of steel bridges;Progress in Structural Engineering and Materials;1997-09

3. Structural Strength of Bridge Decks Reinforced with Welded Wire Fabric;Journal of Structural Engineering;1996-09

4. Welded Wire Fabric for Bridges. I: Ultimate Strength and Ductility;Journal of Structural Engineering;1994-06