Multicriteria Decision-Making Methods in Selecting Seismic Upgrading Strategy of High-Rise RC Wall Buildings

Author:

Es-haghi Mohammad Sadegh1ORCID,Barkhordari Mohammad Sadegh2ORCID,Huang Zhenyu3,Ye Jianqiao4ORCID

Affiliation:

1. Master’s of Science, Structural Engineering, School of Civil Engineering, Khajeh Nasir Toosi Univ. of Technology, Tehran, Iran. ORCID: .

2. Dept. of Civil and Environmental Engineering, Amirkabir Univ. of Technology (Tehran Polytechnic), Tehran, Iran. ORCID: .

3. Associate Professor, Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen Univ., Shenzhen 518060, China; A412 Dept. of Civil Engineering, Shenzhen Univ., Shenzhen 518060, China (corresponding author).

4. Professor, Dept. of Engineering, Lancaster Univ., Lancaster LA1 4YR, UK; Dept. of Engineering, Lancaster Univ., B09, B-Floor, Engineering Bldg., Lancaster LA1 4YR, UK. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference69 articles.

1. Seismic Performance of High-Rise RC Shear Wall Buildings Subjected to Ground Motions with Various Frequency Contents

2. Fluid viscous dampers locations in reinforced-concrete core wall buildings

3. Testing of Passive Energy Dissipation Systems

4. AISC (American Institute of Steel Construction). 2010. Seismic provisions for structural steel buildings. Chicago: AISC.

5. Akçelyan S. and D. G. Lignos. 2015. “Dynamic analyses of 1-story moment frame with viscous dampers.” Accessed June 24 2015. http://opensees.berkeley.edu/wiki/index.php/Dynamic_Analyses_of_1-Story_Moment_Frame_with_Viscous_Dampers.

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