Flexure–Torsion Response of Compressed Open Reinforced-Concrete Cores: Experimental Strain Gradients, Numerical Methods, and Interaction Diagrams-Reference-Cited by-同舟云学术

Flexure–Torsion Response of Compressed Open Reinforced-Concrete Cores: Experimental Strain Gradients, Numerical Methods, and Interaction Diagrams

Published:2024-09 Issue:9 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Hoult Ryan¹^ORCID,Pacheco de Almeida João²^ORCID

Affiliation:

1. Postdoctoral Researcher, Institute of Mechanics, Materials and Civil Engineering, Université Catholique de Louvain, Louvain-la-Neuve 1348, Belgium (corresponding author). ORCID: .

2. Professor, Institute of Mechanics, Materials and Civil Engineering, Université Catholique de Louvain, Louvain-la-Neuve 1348, Belgium. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-13147

Reference55 articles.

1. Modelling Approaches for Inelastic Behaviour of RC Walls: Multi-level Assessment and Dependability of Results

2. Optimum design of single core shear walls

3. Bentz E. C. 2000. “Sectional analysis of reinforced concrete members.” Ph.D. thesis Graduate Dept. of Civil Engineering Univ. of Toronto.

4. Bentz, E. C., and M. P. Collins. 2016. RESPONSE-2000: Reinforced concrete sectional analysis using the modified compression field theory (version 1.9.6 beta). Toronto: Univ. of Toronto.

5. Quasi-Static Cyclic Tests of Two U-Shaped Reinforced Concrete Walls

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