Post-Member-Failure Analysis Method of Steel Truss Bridge-Reference-Cited by-同舟云学术

Post-Member-Failure Analysis Method of Steel Truss Bridge

Published:2011 Issue: Volume:14 Page:656-661
ISSN:1877-7058
Container-title:Procedia Engineering
language:en
Short-container-title:Procedia Engineering

Author:

Yamaguchi E.,Okamoto R.,Yamada K.

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference5 articles.

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2. Goto Y, Kawanishi N, and Honda I (2010). On impacts caused by sudden failure of diagonal tension member in steel truss bridges. Journal of Structural Engineering, Japan Society of Civil Engineers. 56(A), pp.792-805.

3. Japan Road Association (2002). Design Specifications of Highway Bridges: Part II Steel Bridges. Maruzen, Japan.

4. Structural redundancy analysis for steel truss bridges in Japan;Nagatani;Journal of Japan Society of Civil Engineers, Division A (Doboku Gakkai Ronbunshuu A).,2008

5. Yamato Design Co., Ltd. (2000). User's Manual for Y-FIBER3D.

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