Habib, Mouhamad, Habib, Ahed, Younus, Shimal, Youns, Ameen, AL Houri, Ausamah, Eissa, Mahmoud, Alibrahim, Bashar. (1404). A Review of Innovative Architectural Façade Strategies for Seismic Design of Tall Buildings. هنرهای کاربردی, 13(2), 18-46. doi: 10.22075/jrce.2024.33843.2047
Mouhamad Maged Habib; Ahed Habib; Shimal Jameel Younus; Ameen Mokhles Youns; Ausamah AL Houri; Mahmoud Eissa; Bashar Alibrahim. "A Review of Innovative Architectural Façade Strategies for Seismic Design of Tall Buildings". هنرهای کاربردی, 13, 2, 1404, 18-46. doi: 10.22075/jrce.2024.33843.2047
Habib, Mouhamad, Habib, Ahed, Younus, Shimal, Youns, Ameen, AL Houri, Ausamah, Eissa, Mahmoud, Alibrahim, Bashar. (1404). 'A Review of Innovative Architectural Façade Strategies for Seismic Design of Tall Buildings', هنرهای کاربردی, 13(2), pp. 18-46. doi: 10.22075/jrce.2024.33843.2047
Habib, Mouhamad, Habib, Ahed, Younus, Shimal, Youns, Ameen, AL Houri, Ausamah, Eissa, Mahmoud, Alibrahim, Bashar. A Review of Innovative Architectural Façade Strategies for Seismic Design of Tall Buildings. هنرهای کاربردی, 1404; 13(2): 18-46. doi: 10.22075/jrce.2024.33843.2047

A Review of Innovative Architectural Façade Strategies for Seismic Design of Tall Buildings

Journal of Rehabilitation in Civil Engineering
مقاله 2، دوره 13، شماره 2 - شماره پیاپی 38، تابستان 2025، صفحه 18-46    اصل مقاله (1.42 M)
نوع مقاله: Regular Paper
شناسه دیجیتال (DOI): 10.22075/jrce.2024.33843.2047
نویسندگان
Mouhamad Maged Habib* 1؛ Ahed Habib2؛ Shimal Jameel Younus3؛ Ameen Mokhles Youns4؛ Ausamah AL Houri5؛ Mahmoud Eissa6؛ Bashar Alibrahim6
1Department of Architecture, Cyprus International University, Nicosia, Cyprus
2Research Institute of Sciences and Engineering, University of Sharjah, Sharjah, United Arab Emirates
3Department of Business Administration, Akre University for Applied Science, Duhok-Akre, Iraq
4Department of Architecture, Eastern Mediterranean University, Famagusta, Cyprus
5Department of Civil Engineering, Near East University, Nicosia, Cyprus
6Department of Civil Engineering, Eastern Mediterranean University, Famagusta, Cyprus
چکیده
Designing tall buildings in seismic zones poses significant challenges and requires innovative approaches to ensure structural integrity and aesthetic appeal. Despite the significant advancements in architectural and structural engineering, the literature still lacks a review article that discusses various façade strategies to combine seismic resilience with architectural innovation. This study addresses this gap by reviewing innovative façade technologies and design strategies that enhance the seismic performance of high-rise buildings. Among the discussed façade systems, double-skin façades, when designed as seismic absorbers, can reduce vibrations by 25%. Moreover, the glazed curtain walls can reduce it by 20% to 25%. Other notable systems include masonry building façades, double-skin façades, and multi-hazard resilient façades and approaches that combine multiple mitigation strategies. These findings highlight the importance of integrating seismic performance considerations into façade design and contributes to the development of safer and more resilient tall buildings. The insights offered are valuable for architects, engineers, and urban planners in advancing sustainable and resilient urban environments in earthquake-prone areas.

تازه های تحقیق
  • The integration of façade design with seismic resilience is crucial, transforming seismic challenges into architectural opportunities.
  • Performance-based seismic design enables tailored solutions for tall buildings, considering the unique dynamic interactions between structural and non-structural elements.
  • Advanced façade technologies significantly enhance seismic performance, reducing inter-story drift ratios and mitigating structural damage.
  • Innovative strategies offer dynamic responses to seismic forces, improving building resilience and preserving aesthetic integrity.
کلیدواژه‌ها
Tall buildings design؛ Façade strategies؛ Seismic performance؛ Energy dissipation systems
مراجع
آمار
تعداد مشاهده مقاله: 1,275
تعداد دریافت فایل اصل مقاله: 1,125