首页> 外文会议>World conference on earthquake engineering >A STATISTICAL PROCEDURE FOR THE ASSESSMENT OF SEISMIC PERFORMANCE OF EXISTING REINFORCED CONCRETE BUILDINGS IN TURKEY
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A STATISTICAL PROCEDURE FOR THE ASSESSMENT OF SEISMIC PERFORMANCE OF EXISTING REINFORCED CONCRETE BUILDINGS IN TURKEY

机译:土耳其现有钢筋混凝土建筑地震性能评估统计程序

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A procedure is developed to assess the seismic performance of low- to mid-rise reinforced concrete buildings using a statistical approach and the seismic damage database compiled from recent earthquakes in Turkey. The database is based on the post-earthquake damage evaluations conducted after the 1999 earthquakes in Turkey and contain detailed information on some selected buildings that suffered various degrees of damage. The detailed information collected for each building were processed and analyzed in order to investigate and establish correlations between the building attributes that are believed to affect the seismic performance and the observed damage. In this procedure, the building to be evaluated is required to be visited to collect data on its structural layout, plan and vertical member dimensions, number of stories and architectural features such as soft stories and overhangs. A damage score, obtained from a discriminant function utilizing the building-specific information, is compared with a cutoff value to arrive at a decision regarding its performance. Seismic performance evaluation is carried out in two stages, first for life safety and then for immediate occupancy performance levels. The building is then classified as safe or unsafe depending on the results of these evaluations. Since the cutoff values were derived based on the seismic damage database compiled from a particular earthquake and at a particular site, further endeavor was devoted to the improvements and adjustments that would allow the application of the proposed procedure to other regions. For this purpose the variability of ground motion with respect to the soil properties and the distance to source were incorporated into the analysis. The sites are classified according to Turkish Seismic Code's definitions based on the shear wave velocity. The procedure is verified through application to a number of buildings that were subjected to some of the recent earthquakes in Turkey.
机译:开发了一种程序,以评估利用统计方法和土耳其地震近地震编制的地震损伤数据库的低至中层钢筋混凝土建筑的地震性能。数据库基于土耳其1999年地震后进行的地震后损伤评估,并包含有关一些遭受各种损害程度的选定建筑物的详细信息。处理和分析为每栋建筑收集的详细信息,以便在建筑物之间进行调查和建立相信影响地震性能和观察损伤的建筑物之间的相关性。在此过程中,需要访问要评估的建筑物以收集其结构布局,计划和垂直成员尺寸,故事数量和架构特征的数据,例如软故事和悬垂。与利用建筑物特定信息的判别函数获得的伤害评分与截止值进行比较,以便在其性能的决定中到达。地震性能评估在两个阶段进行,首先是生命安全,然后立即占用性能水平。然后,根据这些评估的结果,该建筑物被归类为安全或不安全。由于基于从特定地震和特定地点编制的地震损伤数据库来源的截止值,因此进一步努力改善和调整,以允许将提议的程序应用于其他地区。为此目的,将地面运动相对于土壤性质和距离的距离掺入分析中。根据土耳其地震代码的定义,根据剪切波速度进行分类。该程序通过申请到许多遭受土耳其最近地震的建筑物。

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