Theoretical and numerical analysis and design of stiffened steel plate shear walls having unequal subpanels-Reference-Cited by-同舟云学术

Theoretical and numerical analysis and design of stiffened steel plate shear walls having unequal subpanels

Published:2020-01-07 Issue:4 Volume:29 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:

Ahmadnejad Farzaneh¹,Gholhaki Majid¹^ORCID,Rezayfar Omid¹^ORCID

Affiliation:

1. Departemnt of Civil EngineeringSemnan University Semnan Iran

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/tal.1700

Reference14 articles.

1. Y.Takahashi T.Takeda Y.Takemoto andM.TakagiExperimental study on thin steel shear walls and particular steel bracings under alternative horizontal load. Preliminary Report IABSE Symposium on Resistance and Ultimate Deformability of Structures acted on by Well Defined Repeated loads Lisbon Portugal PP.185‐191. (1973).

2. M.Gholhaki. "Non‐linear analysis of stiffened steel plate shear wall with opening." Ms.c Thesis in Civil Engineering Civil Engineering College at K.N.Toosi University Tehran Iran. (2000).

3. Cyclic behaviour, deformability and rigidity of stiffened steel shear panels

4. Buckling behavior improvement of steel plate shear wall systems

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