Behaviour of Composite Plate Shear Walls with Variable Column Stiffness-Reference-Cited by-同舟云学术

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Behaviour of Composite Plate Shear Walls with Variable Column Stiffness

Published:2021-09 Issue:2-4 Volume:4 Page:754-763
ISSN:2509-7075
Container-title:ce/papers
language:en
Short-container-title:ce papers

Author:

Curkovic Ivan,Skejic Davor,Dzeba Ivica,Lukacevic Ivan

Publisher

Wiley

Subject

General Earth and Planetary Sciences,General Environmental Science

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/cepa.1358

Reference42 articles.

1. Thorburn G.L.;Kulak L.J.;Montgomery C.J.(1983)Analysis of Steel Plate Shear Walls Structural Engineering Report No. 107 University of Alberta Edmonton Alberta Canada.

2. Postbuckling Behavior of Steel‐Plate Shear Walls under Cyclic Loads

3. Cyclic Test of Four-Story Steel Plate Shear Wall

4. Unstiffened Steel Plate Shear Wall Performance under Cyclic Loading

5. Sabelli R.;eau M.(2007)Steel Design Guide 20 – Steel Plate Shear Walls American Institute of Steel Construction (AISC) USA.

Cited by 1 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. Optimized Computational Intelligence Model for Estimating the Flexural Behavior of Composite Shear Walls;Buildings;2023-09-16

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