Vulnerability assessment of tall isolated steel building under variable earthquake hazard levels using endurance time method-Reference-Cited by-同舟云学术

Vulnerability assessment of tall isolated steel building under variable earthquake hazard levels using endurance time method

Published:2024-01-02 Issue:1 Volume:9 Page:
ISSN:2470-5314
Container-title:Journal of Structural Integrity and Maintenance
language:en
Short-container-title:Journal of Structural Integrity and Maintenance

Author:

Sadeghi-Movahhed Ataallah¹,Billah A. H. M. Muntasir²,Shirkhani Amir³,Mashayekhi Mohammadreza⁴,Majdi Ali⁵

Affiliation:

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

2. Department of Civil Engineering, University of Calgary, Calgary, Canada

3. Department of Structural Engineering, Faculty of Civil Engineering, University of Tabriz, Tabriz, Iran

4. Department of Civil Engineering, K.N. Toosi University of Technology, Tehran, Iran

5. Department of Buildings and Construction Techniques Engineering, College of Engineering, Al-Mustaqbal University, Babylon, Iraq

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/24705314.2024.2314816

Reference55 articles.

1. AISC 341-16. (2016). Seismic provisions for structural steel buildings. American Institute of Steel Construction. https://www.aisc.org/Seismic-Provisions-for-Structural-Steel-Buildings-ANSIAISC-341-16-Download

2. AISC 360-16. (2016). Specification for structural steel buildings. American Institute of Steel Construction. https://www.aisc.org/Specification-for-Structural-Steel-Buildings-ANSIAISC-360-16-Download

3. Seismic Evaluation and Retrofit of Existing Buildings

4. Minimum Design Loads for Buildings and Other Structures

5. Minimum Design Loads and Associated Criteria for Buildings and Other Structures

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