Stress Analysis of Linear Elastic Nonprismatic Concrete-Encased Beams with Corrugated Steel Webs-Reference-Cited by-同舟云学术

Stress Analysis of Linear Elastic Nonprismatic Concrete-Encased Beams with Corrugated Steel Webs

Published:2017-06 Issue:6 Volume:22 Page:04017012
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zhou Man¹,Liu Zhao²,Zhang Jiandong²,Shirato Hiromichi³

Affiliation:

1. Ph.D. Candidate, College of Civil Engineering, Southeast Univ., Nanjing 210096, China; formerly, Ph.D. Candidate, Dept. of Civil and Resources Engineering, Kyoto Univ., Kyoto 6110011, Japan (corresponding author).

2. Professor, College of Civil Engineering, Southeast Univ., Nanjing 210096, China.

3. Professor, Dept. of Civil Earth Resources Engineering, Kyoto Univ., Kyoto 6110011, Japan.

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.1943-5592.0001042

Reference33 articles.

1. Abaqus [Computer software]. SIMULIA Providence RI.

2. Simplified analysis of flange transverse bending of corrugated web I-girders under in-plane moment and shear

3. Shear strength of steel beams with trapezoidal corrugated webs using regression analysis

4. Tapered plate girders under shear: Tests and numerical research

5. Corrugated Steel-Web Bridge Association. (2016). “Statistical data of PC box girder with corrugated steel webs in Japan.” 〈http://www.namigata.org/result/index.html〉 (Jun 8 2016).

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