Experimental cyclic performance of steel shear walls with single rectangular opening-Reference-Cited by-同舟云学术

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Experimental cyclic performance of steel shear walls with single rectangular opening

Published:2020-11-18 Issue:2 Volume:30 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:

Kordzangeneh Ghavam¹^ORCID,Showkati Hossein²^ORCID,Rezaeian Abbas¹^ORCID,Yekrangnia Mohammad³^ORCID

Affiliation:

1. Faculty of Civil Engineering and Architecture Shahid Chamran University of Ahvaz Ahvaz Iran

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

3. Department of Civil Engineering Shahid Rajaee Teacher Training University Tehran Iran

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/tal.1821

Reference38 articles.

1. Experimental seismic study on shear walls with fully-connected and beam-only-connected web plates

2. Experimental and numerical study on seismic behavior of LYS and HYS steel plate shear walls connected to frame beams only

3. Behavior of semi-supported steel shear walls: Experimental and numerical simulations

Cited by 8 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. CYCLIC LOADING TEST OF CLAMPED SPLIT POCKET MECHANISM AS A BEAM–COLUMN JOINT SYSTEM;International Journal of GEOMATE;2024-07-30

2. Numerical Study on the Shear Resistance Behavior of Steel Plate Shear Walls with Full Height Opening and Different Configurations of Stiffeners;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2024-07-11

3. Numerical comparison of truss-shaped lateral load-resisting systems with conventional steel shear walls;Structures;2024-04

4. Seismic performance investigation of an innovative steel shear wall with semi-rigid beam-to-column connections;Frontiers in Materials;2022-12-01

5. Experimental and Numerical Study of an Innovative Infill Web-Strips Steel Plate Shear Wall with Rigid Beam-to-Column Connections;Buildings;2022-09-28

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