Lateral Performance of Self-Centering Steel–Timber Hybrid Shear Walls with Slip-Friction Dampers: Experimental Investigation and Numerical Simulation-Reference-Cited by-同舟云学术

Lateral Performance of Self-Centering Steel–Timber Hybrid Shear Walls with Slip-Friction Dampers: Experimental Investigation and Numerical Simulation

Author:

Li Zheng¹^ORCID,Chen Fei²,He Minjuan³,Zhou Ruirui⁴,Cui Ye⁵,Sun Yongliang⁶,He Guirong⁷

Affiliation:

1. Associate Professor, Dept. of Structural Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China (corresponding author). ORCID: .

2. Ph.D. Candidate, Dept. of Structural Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China.

3. Professor, Dept. of Structural Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China.

4. Engineer, Shanghai Municipal Engineering Design Institute (Group) Co. Ltd., 901 Zhongshan Rd., Shanghai 200092, China.

5. Research Assistant, Dept. of Disaster Mitigation for Structures, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China.

6. Senior Engineer, Tongji Architectural Design (Group) Co. Ltd., 1230 Siping Rd., Shanghai 200092, China.

7. Engineer, Tongji Architectural Design (Group) Co. Ltd., 1230 Siping Rd., Shanghai 200092, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

Reference56 articles.

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