Reducing the Flexural Stiffness Requirement for Boundary Elements in Steel Plate Shear Walls Using the Topology Optimization Method-Reference-Cited by-同舟云学术

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Reducing the Flexural Stiffness Requirement for Boundary Elements in Steel Plate Shear Walls Using the Topology Optimization Method

Published:2024-07-04 Issue: Volume: Page:
ISSN:2228-6160
Container-title:Iranian Journal of Science and Technology, Transactions of Civil Engineering
language:en
Short-container-title:Iran J Sci Technol Trans Civ Eng

Author:

Akbari Hamed Arash,Dezhban Somayyeh,Saeidzadeh Mahsa

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s40996-024-01534-2.pdf

Reference44 articles.

1. Akbari Hamed A, Mofid M (2015a) On the plastic analysis of concentrically braced frames with shear panel, obtaining predetermined collapse mechanism. Struct Des Tall Spec Build 24(5):366–395

2. Akbari Hamed A, Mofid M (2015b) On the experimental and numerical study of braced steel shear panels. Struct Des Tall Spec Build 24(14):853–872

3. Akbari Hamed A, Mofid M (2016) Parametric study and computation of seismic performance factors of braced shear panels. Sci Iran 23(2):460–474

4. Akbari Hamed A, Mortazavi SF, Saeidzadeh M (2023) Evaluation of the seismic performance of structures equipped with novel multi-level TADAS dampers. Asian J Civ Eng 24(4):969–988

5. Akbari Hamed A, Mofid M (2017) Plastic design of eccentrically braced frames with shear panels. In: Proceedings of the institution of civil engineers-structures and buildings. 170(1): 17–32

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