کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
267152 504396 2012 13 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Metamodel-based regional vulnerability estimate of irregular steel moment-frame structures subjected to earthquake events
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
پیش نمایش صفحه اول مقاله
Metamodel-based regional vulnerability estimate of irregular steel moment-frame structures subjected to earthquake events
چکیده انگلیسی

Rapid seismic vulnerability assessment tools for use with existing structures not only help in quantifying their susceptibility to structural failure, but also aid decision makers with regional portfolio earthquake risk mitigation. Steel moment-frame structures are a common structure type in the United States, and most research to date on their regional assessment has focused on the fragility analysis of structures with regular configurations. Given the large number of irregular structures in use in seismically active zones, the effect of plan-form irregularity on the fragility of moment-frame structures should be examined. The focus of this study is to estimate structural fragilities for the class of L-shaped steel moment-frame (LSMF) structures in the Central United States. As part of the assessment process, L-shaped plan-forms that are most common in the region are first selected based upon input from structural and architectural experts. Significant parameters affecting the LSMF seismic responses are identified from sensitivity studies using finite element models and design-of-experiments methods to construct response surface metamodels (RSMs). Portfolio-level fragility curves for LSMF structures are generated from the RSMs joined with Monte Carlo Simulation (MCS) to treat regional uncertainty. RSM-based fragility curves are also compared with fragilities from HAzards US Multi-Hazard (HAZUS-MH). Furthermore, a fragility-based parametric study is performed to evaluate the effect of significant parameters on LSMF susceptibility. Findings indicate the extent to which different irregularity parameters such as first floor height and eccentricity impact regional LSMF vulnerability.


► The structural fragilities for the class of L-shaped structures are estimated.
► The L-shaped plan-forms that are most common in the Central US are selected.
► The fragility curves are created using joint metamodels and Monte Carlo Simulation.
► The metamodel-based fragility curves are compared with HAZUS fragilities.
► The fragility-based parametric study is carried out.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Engineering Structures - Volume 45, December 2012, Pages 585–597
نویسندگان
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