首页> 外文会议>NATO Science for Peace Workshop on Seismic Assessment and Rehabilitation of Existing Buildings; 20030513-20030514; Lzmir; TR >PRELIMINARY SEISMIC VULNERABILITY ASSESSMENT OF EXISTING REINFORCED CONCRETE BUILDINGS IN TURKEY- Part Ⅱ: Inclusion of Site Characteristics
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PRELIMINARY SEISMIC VULNERABILITY ASSESSMENT OF EXISTING REINFORCED CONCRETE BUILDINGS IN TURKEY- Part Ⅱ: Inclusion of Site Characteristics

机译:土耳其既有钢筋混凝土建筑的初步地震易损性评估-第二部分:场地特征的包含

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The vulnerability assessment method, described in the companion paper, relies on a damage score, which is compared with an appropriate cutoff value to identify the buildings as "safe", "unsafe" or "intermediate". The cutoff values are considered to be valid for damaging earthquakes and regions similar to Duezce, where the data was gathered. To generalize the procedure, the variability of ground motion with respect to soil properties and the distance to source needs to be incorporated. This was done by modifying the cutoff values based on the above factors. Sites are classified according to the Turkish Seismic Code's definitions based on the shear wave velocity. Various attenuation relations are used to account for the variation of the ground motion with distance and the soil type.
机译:随附文件中描述的脆弱性评估方法依赖于损坏分数,将其与适当的临界值进行比较,以将建筑物识别为“安全”,“不安全”或“中级”。临界值被认为对破坏性地震和类似于收集数据的杜兹采地区有效。为了概括该过程,需要考虑地面运动相对于土壤特性的变化性以及到源的距离。通过基于上述因素修改截止值来完成此操作。根据剪切波速,根据土耳其地震法的定义对场地进行分类。使用各种衰减关系来说明地面运动随距离和土壤类型的变化。

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