Numerical Study for Evaluating the Effect of Length-to-Height Ratio on the Behavior of Concrete Frame Retrofitted with Steel Infill Plates-Reference-Cited by-同舟云学术

Numerical Study for Evaluating the Effect of Length-to-Height Ratio on the Behavior of Concrete Frame Retrofitted with Steel Infill Plates

Published:2022-02 Issue:1 Volume:27 Page:
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Kamgar Reza¹^ORCID,Babadaei Samani Mohammad Reza²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Shahrekord Univ., P.O. Box. 88186-34141, Shahrekord, Iran (corresponding author). ORCID: .

2. Researcher, Seed of Arian Saze Zagros, Chaharmahal Science and Technology Park, Shahrekord, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29SC.1943-5576.0000632

Reference32 articles.

1. Seismic Retrofitting of Reinforced-Concrete Coupled Shear Walls: A Review

2. Adaptive numerical method algorithms for nonlinear viscous and bilinear oil damper models subjected to dynamic loading

3. Astaneh-Asl A. 2001. “Seismic behaviour and design of steel shear walls.” In Proc. SEAONC Seminar 1–18. San Francisco: Structural Engineers Association of Northern California.

4. Steel Plate Shear Walls with Various Infill Plate Designs

5. Cyclic Loading Test for Reinforced Concrete Frame with Thin Steel Infill Plate

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