SPO2FRAG: software for seismic fragility assessment based on static pushover

被引:90
作者
Baltzopoulos, Georgios [1 ]
Baraschino, Roberto [2 ]
Iervolino, Iunio [2 ]
Vamvatsikos, Dimitrios [3 ]
机构
[1] URT Univ Napoli Federico II, Ist Tecnol Costruz, CNR, Via Claudio 21, I-80125 Naples, Italy
[2] Univ Naples Federico II, Dipartimento Strut Ingn & Architettura, Via Claudio 21, I-80125 Naples, Italy
[3] Natl Tech Univ Athens, Dept Civil Engn, 9 Heroon Politech, Athens 12780, Greece
关键词
Performance-based earthquake engineering; Static non-linear methods; Vulnerability; INCREMENTAL DYNAMIC-ANALYSIS; CAPACITY; STRENGTH; DEMAND; HAZARD;
D O I
10.1007/s10518-017-0145-3
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
SPO2FRAG (Static PushOver to FRAGility) is introduced, a MATLAB (R)-coded software tool for estimating structure-specific seismic fragility curves of buildings, using the results of static pushover analysis. The SPO2FRAG tool (available online at http://wpage.unina.it/iuniervo/doc_en/SPO2FRAG.htm) eschews the need for computationally demanding dynamic analyses by simulating the results of incremental dynamic analysis via the SPO2IDA algorithm and an equivalent single-degree-of-freedom approximation of the structure. Subsequently, fragility functions may be calculated for multiple limit states, using the intensity-measure-based analytical approach. The damage thresholds may also be random variables and uncertainty in estimation of the fragility parameters may be explicitly accounted for. The research background underlying the various modules comprising SPO2FRAG is presented together with an operational description of how the various functions are integrated within the software's graphical user interface. Two illustrative SPO2FRAG applications are also offered, using a steel and a reinforced concrete moment resisting frame. Finally, the software's output is compared with the results of incremental dynamic analysis as validation of SPO2FRAG's effectiveness.
引用
收藏
页码:4399 / 4425
页数:27
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