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Analytical, Numerical and Physical Models Views: 1,332 Downloads: 1,141 Vol. 17, No. 66 (2023) September 27, 2023 pp. 273-296

Behavior of a Multi-Story Steel Structure with Eccentric X-Brace

Abdulkhalik Abdulridha

Eccentrically Braced Frames (EBFs) outperform moment-resisting frames in seismically active regions because of their strength, stiffness, energy dissipation, and ductility. Conventional bracing systems, such as X, Y, V, or K types, are…

10.3221/IGF-ESIS.66.17

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SI: Modeling in Structural Integrity Views: 353 Downloads: 174 Vol. 20, No. 76 (2026) January 31, 2026 pp. 129-153

Seismic performance of steel frames with a hybrid bracing system combining concentric steel bracing and friction dampers

Abdulkhalik Abdulridha, Ibrahim Harba, Ahmed AL-Shaar

This paper assesses a hybrid bracing system involving concentric steel bracing in combination with friction dampers to improve seismic performance in steel moment frame buildings. Three prototype (5, 10, and 15 stories) steel moment frame…

10.3221/IGF-ESIS.76.09

Details: Seismic performance of steel frames with a hybrid bracing system combining concentric steel bracing and friction dampers PDF HTML Visual Abstract

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Behavior of a Multi-Story Steel Structure with Eccentric X-Brace

Seismic performance of steel frames with a hybrid bracing system combining concentric steel bracing and friction dampers