Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Structural Integrity and Durability of Structures Vol. 14, No. 54 (2020)

Effect of Stiffener Characteristics on the Seismic Behavior and Fracture Tendency of Steel Shear Walls

Author and affiliation details
  • Osman Shallan Zagazig University, Egypt
  • Hassan Maaly Zagazig University, Egypt
  • Mohammed Elgiar Zagazig University, Egypt
  • Alaaeldin Elsisi Corresponding author University of Missouri, USA; on research leave of Zagazig University, Egypt elsisiae@missouri.edu
DOI
10.3221/IGF-ESIS.54.07
Pages
104-115
Published
Licence
CC BY 4.0

Abstract

The steel plate shear walls (SPSW) are currently being considered as a lateral load resisting system. A numerical method was proposed to have a comprehensive comparison of seismic behaviors of the plane wall (PW) and stiffened plane wall (SPW) with different stiffener characteristics, having the same weight, by using finite element modeling (FEM). The model was validated by using previously published experimental works. The material and geometric nonlinearity were taken into consideration. In this paper, the effect of using stiffeners with different cross-section shapes and directions will be studied, and key issues, such as load-carrying capacity, stiffness, and energy dissipation capacity, were discussed in depth. It was found that the proposed SPW with horizontal L, T, and U stiffeners could effectively improve load-carrying capacity by about 4, 20, and 23%, respectively. Diagonally and horizontally, SPWs with U stiffeners have higher energy-dissipation capacity than PW by about 57, 50%, respectively. This method provides a combination of high-performance stiffeners form and material for improving the seismic behavior of SPW.

Keywords

Article history

  1. ReceivedUntil the next stage: 10 days
  2. Revision requestedUntil the next stage: 14 days
  3. RevisedUntil the next stage: 2 days
  4. AcceptedUntil the next stage: 58 days
  5. Published

How to cite

APA

Shallan, O., Maaly, H., Elgiar, M., & Elsisi, A. (2020). Effect of Stiffener Characteristics on the Seismic Behavior and Fracture Tendency of Steel Shear Walls. Fracture and Structural Integrity, 14(54), 104–115. https://doi.org/10.3221/IGF-ESIS.54.07

IEEE

O. Shallan, H. Maaly, M. Elgiar, and A. Elsisi, “Effect of Stiffener Characteristics on the Seismic Behavior and Fracture Tendency of Steel Shear Walls,” Fracture and Structural Integrity, vol. 14, no. 54, pp. 104–115, 2020, doi: 10.3221/IGF-ESIS.54.07.

MLA

Shallan, Osman, et al. “Effect of Stiffener Characteristics on the Seismic Behavior and Fracture Tendency of Steel Shear Walls.” Fracture and Structural Integrity, vol. 14, no. 54, 2020, pp. 104–115. https://doi.org/10.3221/IGF-ESIS.54.07.

Chicago

Shallan, Osman, Hassan Maaly, Mohammed Elgiar, and Alaaeldin Elsisi. 2020. “Effect of Stiffener Characteristics on the Seismic Behavior and Fracture Tendency of Steel Shear Walls.” Fracture and Structural Integrity 14 (54): 104–115. https://doi.org/10.3221/IGF-ESIS.54.07.

Harvard

Shallan, O., Maaly, H., Elgiar, M. and Elsisi, A. (2020) ‘Effect of Stiffener Characteristics on the Seismic Behavior and Fracture Tendency of Steel Shear Walls’, Fracture and Structural Integrity, 14(54), pp. 104–115. doi: 10.3221/IGF-ESIS.54.07.

Vancouver

Shallan O, Maaly H, Elgiar M, Elsisi A. Effect of Stiffener Characteristics on the Seismic Behavior and Fracture Tendency of Steel Shear Walls. Fracture and Structural Integrity. 2020;14(54):104-115. doi:10.3221/IGF-ESIS.54.07

BibTeX

@article{shallan2020, author = {Shallan, Osman and Maaly, Hassan and Elgiar, Mohammed and Elsisi, Alaaeldin}, title = {Effect of Stiffener Characteristics on the Seismic Behavior and Fracture Tendency of Steel Shear Walls}, journal = {Fracture and Structural Integrity}, year = {2020}, volume = {14}, number = {54}, pages = {104--115}, doi = {10.3221/IGF-ESIS.54.07}, url = {https://doi.org/10.3221/IGF-ESIS.54.07}, issn = {1971-8993} }

RIS

TY - JOUR AU - Shallan, Osman AU - Maaly, Hassan AU - Elgiar, Mohammed AU - Elsisi, Alaaeldin TI - Effect of Stiffener Characteristics on the Seismic Behavior and Fracture Tendency of Steel Shear Walls JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2020 DA - 2020/09/23 VL - 14 IS - 54 SP - 104 EP - 115 DO - 10.3221/IGF-ESIS.54.07 UR - https://doi.org/10.3221/IGF-ESIS.54.07 SN - 1971-8993 ER -

Licence

Creative Commons Attribution 4.0 International

May be shared and adapted, provided appropriate credit is given. Copyright © 2020 Osman Shallan , Hassan Maaly, Mohammed Elgiar, Alaaeldin Elsisi.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

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