首页> 外文会议>NATO Science for Peace Workshop on Advances in Earthquake Engineering for Urban Risk Reduction >ASSESSMENT OF SEISMIC FRAGILITY CURVES FOR LOW- AND MID-RISE REINFORCED CONCRETE FRAME BUILDINGS USING DUZCE FIELD DATABASE
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ASSESSMENT OF SEISMIC FRAGILITY CURVES FOR LOW- AND MID-RISE REINFORCED CONCRETE FRAME BUILDINGS USING DUZCE FIELD DATABASE

机译:使用Duzce现场数据库评估低层和中层钢筋混凝土框架建筑地震脆弱曲线

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This paper focuses on the generation of fragility curves for low-rise and mid-rise reinforced concrete frame buildings, which constitute approximately 75% of the total building stock in Turkey and which are generally occupied for residential purposes. These buildings, which suffered extensive damage after recent earthquakes, are not designed according to the current code regulations and the supervision in the construction phase is not adequate. Hence the buildings possess many deficiencies like irregularities in plan and elevation, weak column-strong beam connections, poor concrete quality, inadequate detailing of reinforcement in hinging zones, etc. In this study, the test bed, which represents the characteristics of the aforementioned frame buildings, is selected as the Duzce field database. The influence of ground motion characteristics, structural input parameters, sampling techniques, sample size, type of hysteresis model and limit state definitions on the response statistics is investigated and fragility curves for low- and mid-rise reinforced concrete structures in Turkey are proposed as an end product.
机译:本文重点介绍了低层和中升钢筋混凝土框架建筑的脆弱曲线,该建筑占土耳其总建筑股票的75%,通常占用住宅目的。这些建筑物在最近的地震后遭受了广泛的损害,并非根据当前的代码规定设计,施工阶段的监督不足。因此,建筑物具有许多缺陷,如计划和高程,弱柱 - 强光束连接,较差的混凝土质量,铰接区中加固的细节不足等。试验台,这代表上述框架的特性建筑物被选为Duzce字段数据库。地面运动特性,结构输入参数,采样技术,样本大小,滞后模型类型和限制状态定义的影响是研究了对响应统计的研究,并提出了土耳其中上层升高混凝土结构的脆弱曲线成品。

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