Abbaspoor Haghighat, Seyed Mohmmad Ali, Alibazi, Ali, Moradifard, Reza, Guizani, Lotfi, Hassan, Munzer. (1404). Seismic Evaluation of Steel Plate Shear Walls in Different Configurations. هنرهای کاربردی, 13(4), 81-109. doi: 10.22075/jrce.2025.36154.2225
Seyed Mohmmad Ali Abbaspoor Haghighat; Ali Alibazi; Reza Moradifard; Lotfi Guizani; Munzer Hassan. "Seismic Evaluation of Steel Plate Shear Walls in Different Configurations". هنرهای کاربردی, 13, 4, 1404, 81-109. doi: 10.22075/jrce.2025.36154.2225
Abbaspoor Haghighat, Seyed Mohmmad Ali, Alibazi, Ali, Moradifard, Reza, Guizani, Lotfi, Hassan, Munzer. (1404). 'Seismic Evaluation of Steel Plate Shear Walls in Different Configurations', هنرهای کاربردی, 13(4), pp. 81-109. doi: 10.22075/jrce.2025.36154.2225
Abbaspoor Haghighat, Seyed Mohmmad Ali, Alibazi, Ali, Moradifard, Reza, Guizani, Lotfi, Hassan, Munzer. Seismic Evaluation of Steel Plate Shear Walls in Different Configurations. هنرهای کاربردی, 1404; 13(4): 81-109. doi: 10.22075/jrce.2025.36154.2225

Seismic Evaluation of Steel Plate Shear Walls in Different Configurations

Journal of Rehabilitation in Civil Engineering
مقاله 29، دوره 13، شماره 4 - شماره پیاپی 40، زمستان 2025، صفحه 81-109    اصل مقاله (2.86 M)
نوع مقاله: Regular Paper
شناسه دیجیتال (DOI): 10.22075/jrce.2025.36154.2225
نویسندگان
Seyed Mohmmad Ali Abbaspoor Haghighat1؛ Ali Alibazi* 2؛ Reza Moradifard2؛ Lotfi Guizani3؛ Munzer Hassan3
1Master Graduated, Faculty of Engineering, Yasouj University, Yasouj, Iran
2Master Graduated, Faculty of Civil, Water and Environmental Engineering, Shahid Beheshti University, Tehran, Iran
3Department of Construction Engineering, École de technologie supérieure, University of Quebec, Quebec, Canada
چکیده
Steel plate shear walls (SPSWs) are a cost-efficient system to resist seismic lateral loads. Post-buckling strength, tension field action, and high energy absorption capacity are among the advantages of SPSWs. A beam-coupled SPSW consists of two pairs of plates connected by the coupling beam. The steel plate of a beam-coupled SPSW is typically connected to horizontal and vertical boundary elements. The connection of the steel plate to the vertical boundary elements induces an axial load and a bending moment in the plate. This research addresses the lack of comprehensive evaluations of coupled SPSWs with varying coupling beam mechanisms, such as flexural-shear behavior. Nine numerical models with different configurations and coupling degrees are developed through plastic design. Numerical analyses are carried out in SAP2000, ABAQUS, and OpenSees. Pushover, cyclic, and nonlinear time-history analyses indicate that SHEAR is the optimal model. Nonlinear static and nonlinear time-history analyses are sometimes ineffective for seismic evaluation, and incremental dynamic analysis (IDA) using FEMA P-695 demonstrate that the FLEX model can be more optimal when the construction cost and ultimate performance limit (i.e., collapse prevention (CP) limit) are incorporated. However, INT would be the most optimal model at the life safety (LS) limit.Therefore, The study provides a robust framework for optimizing seismic performance across different building heights, contributing to safer and more economical structural designs.

تازه های تحقیق
  • Steel plate shear walls are a cost-efficient system to resist seismic lateral loads.
  • Performed linear and nonlinear seismic analyses on coupled SPSWs with three, six, and nine stories in OpenSees and ABAQUS.
  • Control the inter-story drift for nonlinear analysis.
  • Nonlinear static and nonlinear time-history analyses proved to be sometimes ineffective for seismic evaluation, and dynamic analysis (IDA) based on FEMA P-695 is required.
کلیدواژه‌ها
Coupled SPSW؛ Coupling beam؛ Performance-based plastic design؛ Time-history analysis؛ Incremental dynamic analysis؛ IDA
مراجع
آمار
تعداد مشاهده مقاله: 664
تعداد دریافت فایل اصل مقاله: 881
دانشگاه سمنان
پیوندهای مفید
آمار
تعداد نشریات22
تعداد شماره‌ها722
تعداد مقالات10,383
تعداد مشاهده مقاله72,838,601
تعداد دریافت فایل اصل مقاله64,535,148