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 Ⅰ: Statistical Model Based on Structural Characteristics
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PRELIMINARY SEISMIC VULNERABILITY ASSESSMENT OF EXISTING REINFORCED CONCRETE BUILDINGS IN TURKEY- Part Ⅰ: Statistical Model Based on Structural 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-第一部分:基于结构特征的统计模型

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摘要

The 1999 earthquakes caused huge damage and economic losses in Turkey. The city of Dtizce, hit by the second earthquake of Mw=7.2, suffered widespread damage to many RC buildings. Survey teams conducted post-earthquake evaluations on selected buildings that suffered various degrees of damage. The information collected was analyzed to set up a correlation between the attributes affecting seismic performance and the observed damage. A procedure, developed using a statistical method called discriminant analysis, is presented. The details of the procedure and the content of the database are summarized. The variability of ground motion with respect to the soil properties and the distance to source was incorporated in the improved procedure presented in the companion paper.
机译:1999年的地震在土耳其造成了巨大的破坏,并造成了经济损失。遭受第二次Mw = 7.2地震袭击的Dtizce市对许多RC建筑物造成了广泛的破坏。调查小组对选定遭受不同程度破坏的建筑物进行了震后评估。分析收集到的信息以建立影响地震性能和观测到的破坏的属性之间的相关性。介绍了使用称为判别分析的统计方法开发的过程。总结了该过程的详细信息和数据库的内容。随土壤性质和距源的距离的地面运动的可变性已纳入随附论文中提出的改进程序中。

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