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Analytical, Numerical and Physical Models Views: 772 Downloads: 513 Vol. 13, No. 50 (2019) August 25, 2019 pp. 209-230

Finite Element Analysis and ANFIS investigation of seismic behavior of sandwich panels with different concrete material in two story steel building

Faezeh Jafari, Baitollah Badarloo

This study aimed to apply sandwich panel in a two-story steel building to improve its behavior. Sandwich concrete panels consist of three basic components including wires, insulating layer and concrete cover. This research studied the…

10.3221/IGF-ESIS.50.18

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Analytical, Numerical and Physical Models Views: 1,079 Downloads: 600 Vol. 14, No. 51 (2020) November 28, 2019 pp. 267-274

The multilayered soil-structure seismic interaction and structure vibration mechanism

Abdoullah Namdar

The morphology of subsoil influences to soil-structure interaction and it makes complex to predict seismic structural stability. The structural elements seismic response associate to soil-structure interaction is required expansive…

10.3221/IGF-ESIS.51.21

Details: The multilayered soil-structure seismic interaction and structure vibration mechanism PDF Visual Abstract

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Structural Integrity and Durability of Structures Views: 1,836 Downloads: 722 Vol. 17, No. 65 (2023) June 22, 2023 pp. 112-134

Crack simulation for the cover of the landfill – A seismic design

Abdoullah Namdar, Mehran Karimpour-Fard, Omer Mughieda, Filippo Berto, Nurmunira Muhammad

The stability of the landfill is an environmental issue. The collapse of the landfill causes environmental pollution and influences human life. In the present study, the crack on the cover of the landfill was simulated. Rankine’s theory…

10.3221/IGF-ESIS.65.09

Details: Crack simulation for the cover of the landfill – A seismic design PDF Visual Abstract

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Structural Integrity and Durability of Structures Views: 595 Downloads: 491 Vol. 14, No. 54 (2020) September 23, 2020 pp. 104-115

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

Osman Shallan, Hassan Maaly, Mohammed Elgiar, Alaaeldin Elsisi

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…

10.3221/IGF-ESIS.54.07

Details: Effect of Stiffener Characteristics on the Seismic Behavior and Fracture Tendency of Steel Shear Walls PDF Visual Abstract

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Impact & Dynamics Views: 868 Downloads: 709 Vol. 16, No. 61 (2022) June 19, 2022 pp. 108-118

Behavior assessment of asymmetrical building with concrete damage plasticity (CDP) under seismic load

Patrick Oliveira Batista da Costa, Rúbia Mara Bosse, Gustavo de Miranda Saleme Gidrão

According to the research conducted, the asymmetric multi-storey buildings are complex and suffer from severe damage caused by increased torsional response. This paper addresses the behavior assessment of setback building with irregularity…

10.3221/IGF-ESIS.61.07

Details: Behavior assessment of asymmetrical building with concrete damage plasticity (CDP) under seismic load PDF Visual Abstract

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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

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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

Details: Behavior of a Multi-Story Steel Structure with Eccentric X-Brace PDF Visual Abstract

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Finite Element Analysis and ANFIS investigation of seismic behavior of sandwich panels with different concrete material in two story steel building

The multilayered soil-structure seismic interaction and structure vibration mechanism

Crack simulation for the cover of the landfill – A seismic design

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

Behavior assessment of asymmetrical building with concrete damage plasticity (CDP) under seismic load

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

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