Automatic Yield-Line Analysis of Practical Slab Configurations via Discontinuity Layout Optimization-Reference-Cited by-同舟云学术

Automatic Yield-Line Analysis of Practical Slab Configurations via Discontinuity Layout Optimization

Published:2017-07 Issue:7 Volume:143 Page:04017036
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

He Linwei¹,Gilbert Matthew²^ORCID,Shepherd Marcus³

Affiliation:

1. Research Associate, Dept. of Civil and Structural Engineering, Univ. of Sheffield, Sir Frederick Mappin Bldg., Mappin St., Sheffield S1 3JD, U.K.

2. Professor, Dept. of Civil and Structural Engineering, Univ. of Sheffield, Sir Frederick Mappin Bldg., Mappin St., Sheffield S1 3JD, U.K. (corresponding author). ORCID: .

3. Engineer, Arup, Rose Wharf, 78 East St., Leeds LS9 8EE, U.K.

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%29ST.1943-541X.0001700

Reference29 articles.

1. Finite element limit analysis using linear programming

2. Bäcklund J. (1973). “Finite element analysis of nonlinear structures.” Ph.D. thesis Chalmers Tekniska Högskola Gothenburg Sweden.

3. Yield‐Line Analysis by Linear Programming

4. On the performance of non-conforming finite elements for the upper bound limit analysis of plates

5. The collapse load of reinforced concrete plate

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