Failure Mechanism of Deformed Concrete Tunnels Subject to Diagonally Concentrated Loads-Reference-Cited by-同舟云学术

Failure Mechanism of Deformed Concrete Tunnels Subject to Diagonally Concentrated Loads

Published:2009-08 Issue:6 Volume:24 Page:416-431
ISSN:1093-9687
Container-title:Computer-Aided Civil and Infrastructure Engineering
language:en
Short-container-title:

Author:

He Wei,Wu Zhishen,Kojima Yoshiyuki,Asakura Toshihiro

Publisher

Wiley

Subject

Computational Theory and Mathematics,Computer Graphics and Computer-Aided Design,Computer Science Applications,Civil and Structural Engineering

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1111/j.1467-8667.2009.00600.x/fullpdf

Reference11 articles.

1. Analysis of the behavior of tunnel lining-simulation of experimental results on double track tunnel lining;Asakura;Tunnel Engineering Research Presentation Meeting (Paper and Report Collection),1991

2. Instability, ductility and size effect in strain softening concrete;Bažant;Journal of Engineering Mechanics Division, ASCE,1976

3. Compressive failure mechanism of deformed concrete tunnels;He;Structural Engineering/Earthquake Engineering, JSCE,2005

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