Self‐centering steel–timber hybrid shear wall with slip friction dampers: Theoretical analysis and experimental investigation-Reference-Cited by-同舟云学术

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Self‐centering steel–timber hybrid shear wall with slip friction dampers: Theoretical analysis and experimental investigation

Published:2020-07-14 Issue: Volume: Page:
ISSN:1541-7794
Container-title:The Structural Design of Tall and Special Buildings
language:en
Short-container-title:Struct Design Tall Spec Build

Author:

Cui Ye¹,Shu Zhan²^ORCID,Zhou Ruirui³,Li Zheng³,Chen Fei³,Ma Zhong⁴

Affiliation:

1. Department of Disaster Mitigation for StructuresTongji University Shanghai China

2. Department of Civil EngineeringShanghai University Shanghai China

3. Department of Structural EngineeringTongji University Shanghai China

4. College of Civil EngineeringHefei University of Technology Hefei China

Funder

National Natural Science Foundation of China

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/tal.1789

Reference41 articles.

1. Experimental Investigation on Lateral Performance of Timber-Steel Hybrid Shear Wall Systems

2. In-Plane Behavior of Timber-Steel Hybrid Floor Diaphragms: Experimental Testing and Numerical Simulation

3. Rotational performance of glulam bolted joints: Experimental investigation and analytical approach

4. Experimental and numerical investigations of replaceable moment-resisting viscoelastic damper for steel frames

5. Analytical predictions of the seismic response of friction damped timber shear walls

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1. A new hybrid steel–timber rocking seismic force resisting system equipped with U-shaped fuse connections;Canadian Journal of Civil Engineering;2024-07-01

2. Review of self-centering rocking systems for earthquake-resistant building structures: State of the art;Journal of Building Engineering;2024-05

3. Experimental and Analytical Investigation of Self-Centering Precast Composite Walls with Sloped Plane Friction Dampers;Materials;2024-03-13

4. Self-centering mass timber structures: A review on recent research progress;Engineering Structures;2024-03

5. Lateral Performance for Wood-Frame Shear Walls–A Critical Review;Journal of Renewable Materials;2023

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