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Seismic induced damageability evaluation of steel buildings: a Fuzzy-TOPSIS method
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  • Seismic induced damageability evaluation of steel buildings: a Fuzzy-TOPSIS method
  • Seismic induced damageability evaluation of steel buildings: a Fuzzy-TOPSIS method
저자명
Shahriar. Anjuman,Modirzadeh. Mehdi,Sadiq. Rehan,Tesfamariam. Solomon
간행물명
Earthquakes and structures
권/호정보
2012년|3권 5호|pp.695-717 (23 pages)
발행정보
테크노프레스
파일정보
정기간행물|ENG|
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이 논문은 한국과학기술정보연구원과 논문 연계를 통해 무료로 제공되는 원문입니다.
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Seismic resiliency of new buildings has improved over the years due to better seismic codes and design practices. However, there is still large number of vulnerable and seismically deficient buildings. It is not economically feasible to retrofit and upgrade all vulnerable buildings, thus there is a need for rapid screening tool. Many factors contribute to the damageability of buildings; this makes seismic evaluation a complex multi-criteria decision making problem. Many of these factors are noncommensurable and involve subjectivity in evaluation that highlights the use of fuzzy-based method. In this paper, a risk-based framework earlier proposed by Tesfamariam and Saatcioglu (2008a) is extended using Fuzzy-TOPSIS method and applied to develop an evaluation and ranking scheme for steel buildings. The ranking is based on damageability that can help decision makers interpret the results and take appropriate decision actions. Finally, the application of conceptual model is demonstrated through a case study of 1994 Northridge earthquake data on seismic damage of steel buildings.