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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Structural Engineering and Mechanics, An Int'l Journal Structural Engineering and Mechanics, An Int'l Journal Vol.78 No.3
- 발행연도
- 2021.1
- 수록면
- 351 - 368 (18page)
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This paper, by applying a reliability-based framework, develops seismic vulnerability macrozonation maps for Tehran, the capital and one of the most earthquake-vulnerable city of Iran. Seismic performance assessment of 3-, 4- and 5- story steel moment resisting frames (SMRFs), designed according to ASCE/SEI 41-17 and Iranian Code of Practice for Seismic Resistant Design of Buildings (2800 Standard), is investigated in terms of overall maximum inter-story drift ratio (MIDR) and unit repair cost ratio which is hereafter known as “damage ratio”. To this end, Tehran city is first meshed into a network of 66 points to numerically locate low- to mid-rise SMRFs. Active faults around Tehran are next modeled explicitly. Two different combination of faults, based on available seismological data, are then developed to explore the impact of choosing a proper seismic scenario. In addition, soil effect is exclusively addressed. After building analytical models, reliability methods in combination with structure-specific probabilistic models are applied to predict demand and damage ratio of structures in a cost-effective paradigm. Due to capability of proposed methodology incorporating both aleatory and epistemic uncertainties explicitly, this framework which is centered on the regional demand and damage ratio estimation via structure-specific characteristics can efficiently pave the way for decision makers to find the most vulnerable area in a regional scale. This technical basis can also be adapted to any other structures which the demand and/or damage ratio prediction models are developed.
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참고문헌 (49)
참고문헌 신청
2014 / 2800 Standard, Iranian Code of Practice for Seismic Resistant Design of Buildings / Building and Housing Research Center
Abrahamson, N. A. / 2014 / Summary of the ASK14 ground motion relation for active crustal regions / Earthq. Spectra 30(3):1025~1055
Aghababaei, M. / 2018 / Detailed seismic risk analysis of buildings using structural reliability methods / Probab. Eng. Mech 53:23~38
Aghababaei, M. / 2019 / Component damage models for detailed seismic risk analysis using structural reliability methods / Struct. Saf 76:108~122
ASCE / 2007 / Seismic Rehabilitation of Existing Buildings / American Society of Civil Engineers
Abrahamson, N. A. / 2014 / Summary of the ASK14 ground motion relation for active crustal regions / Earthq. Spectra 30(3):1025~1055
Aghababaei, M. / 2018 / Detailed seismic risk analysis of buildings using structural reliability methods / Probab. Eng. Mech 53:23~38
Aghababaei, M. / 2019 / Component damage models for detailed seismic risk analysis using structural reliability methods / Struct. Saf 76:108~122
ASCE / 2007 / Seismic Rehabilitation of Existing Buildings / American Society of Civil Engineers
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