Performance-based design optimization of steel moment frames using capacity controlled search algorithm: a comparison with force-based design approach-Reference-Cited by-同舟云学术

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Performance-based design optimization of steel moment frames using capacity controlled search algorithm: a comparison with force-based design approach

Published:2023-10-08 Issue: Volume: Page:1-16
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Eser Hasan¹,Hasançebi Oğuzhan¹,Yakut Ahmet¹,Gholizadeh Saeed²

Affiliation:

1. Department of Civil Engineering, Middle East Technical University, Ankara, Türkiye

2. Department of Civil Engineering, Urmia University, Urmia, Iran

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2023.2263442

Reference52 articles.

1. American Institute of Steel Construction. (2010). ANSI/AISC 360-10: Specification for structural steel buildings . Chicago IL: AISC.

2. American Society of Civil Engineers. (2007). ASCE/SEI 41-06: Seismic rehabilitation of existing buildings . Reston VA: ASCE.

3. American Society of Civil Engineers. (2010). ASCE/SEI 7-10: Minimum design loads for buildings and other structures . Reston VA: ASCE.

4. American Society of Civil Engineers. (2014). ASCE/SEI 41-13: Seismic evaluation and retrofit of existing buildings . Reston VA: ASCE.

5. American Society of Civil Engineers. (2017). ASCE/SEI 41-17: Seismic evaluation and retrofit of existing buildings . Reston VA: ASCE.

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