Determination of response modification coefficient of SPSW in RC frame using plastic design method-Reference-Cited by-同舟云学术

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Determination of response modification coefficient of SPSW in RC frame using plastic design method

Published:2024-03-22 Issue: Volume: Page:1-14
ISSN:1328-7982
Container-title:Australian Journal of Structural Engineering
language:en
Short-container-title:Australian Journal of Structural Engineering

Author:

Valizadeh Hamed¹^ORCID,Gholhaki Majid²

Affiliation:

1. Department of Civil Engineering, Shahrood Branch, Islamic Azad University, Shahrood, Iran

2. Faculty of Civil Engineering, Semnan University, Semnan, Iran

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/13287982.2024.2323855

Reference40 articles.

1. ACI Committee, American Concrete Institute, & International Organization for Standardization. 2014. Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary. Michigan: American Concrete Institute.

2. AISC, A. A. 2010. “Seismic Provisions for Structural Steel Buildings”. Chicago (IL): American Institute of Steel Construction.

3. Behaviour of thin steel plate shear walls regarding frame members

4. ASCE 7. 2010. Minimum Design Loads for Buildings and Other Structures. Reston, Virginia, USA: American Society Of Civil Engineers.

5. ATC. 1995. Structural Response Modification Factors ATC-19. Redwood City, California: Applied Technology Council.

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