Comparative Shear Performance of Concrete Shear Walls vs. Cross Bracing in Steel Structures

Authors

  • Mostafa Emamvirdi * Department of Civil Engineering-Structural Engineering, Member of the Building Engineering System Organization, Mazandaran, Iran.
  • Morteza Biklaryan Department of Civil Engineering, Faculty of Engineering and Technology, Chalus Branch, Islamic Azad University, Mazandaran, Iran. https://orcid.org/0000-0001-6665-5550

https://doi.org/10.48314/jcase.v3i1.75

Abstract

Lateral load-resisting systems play a decisive role in the seismic behavior of steel structures. This study compares the shear performance of reinforced concrete shear walls and cross-bracing systems in steel frames. Two types of analyses were conducted: 1) micro-modeling of a single-story steel frame using Abaqus finite element software, and 2) macro-modeling of 4-, 8-, and 12-story steel buildings using Etabs Software. Nonlinear static (pushover) analysis was performed for all models. Results indicate that concrete shear walls significantly increase lateral stiffness, base shear capacity, and energy dissipation compared to cross-braced frames, albeit with slightly lower ductility. The concrete shear wall system provides a higher safety margin, especially in low- to mid-rise buildings.

Keywords:

Concrete shear wall, Steel structure, Shear performance, Cross bracing, Pushover analysis, Abaqus

References

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Published

2026-02-05

Issue

Vol. 3 No. 1 (2026): Journal of Civil Aspects and Structural Engineering

Section

Articles

How to Cite

Emamvirdi, M., & Biklaryan, M. (2026). Comparative Shear Performance of Concrete Shear Walls vs. Cross Bracing in Steel Structures. Journal of Civil Aspects and Structural Engineering, 3(1), 28-37. https://doi.org/10.48314/jcase.v3i1.75

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