Effect of Wall Size on the Rotation Capacity of Reinforced Concrete Structural Walls-Reference-Cited by-同舟云学术

Effect of Wall Size on the Rotation Capacity of Reinforced Concrete Structural Walls

Published:2024-04 Issue:4 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kazaz İlker¹^ORCID,Sertkaya Mahinur²^ORCID,Yakut Ahmet³

Affiliation:

1. Professor, Dept. of Civil Engineering, Erzurum Technical Univ., Erzurum 25100, Türkiye (corresponding author). ORCID: .

2. Ph.D. Student, Dept. of Civil Engineering, Erzurum Technical Univ., Erzurum 25100, Türkiye. ORCID:

3. Professor, Dept. of Civil Engineering, Middle East Technical Univ., Ankara 06800, Türkiye.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-11880

Reference48 articles.

1. Drift Capacity of RC Structural Walls with Special Boundary Elements

2. Adachi N. M. Nakanishi and K. Ogino. 1995. “Size effect on strength and deformation of RC beams failing in flexure.” In Proc. Fracture Mechanics of Concrete Structures FRAMCOS-2 edited by F. H. Wittmann 655–664. Freiburg Germany: AEDIFCATIO.

3. Investigation of the behavior of slender reinforced concrete walls with complex configurations using nonlinear finite element analysis

4. Effect of axial loads in the seismic behavior of reinforced concrete walls with unconfined wall boundaries

5. Size Effect in Blunt Fracture: Concrete, Rock, Metal

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