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INVESTIGATION OF SEISMIC BEHAVIOR OF A MONUMENTAL BUILDING IN HISTORICAL CAPPADOCIA REGION OF TURKEY

机译:土耳其历史悠久的卡帕多细亚地区一座建筑物的地震行为调查

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This study focuses on the investigation of seismic behavior of a monumental building constructed in historical Cappadocia region of Turkey. The building is located at the town of Fertek which is two kilometers from the city of Nigde. It has been used as a worshipping temple since it was built in the year 1835. It is suggested to be representative of many similar buildings which were built as worshipping temples during the same era at the Cappadocia region. Seismic behavior of the monumental building is investigated using dynamic analysis procedures. The building is subjected to ground motion records which were obtained during the recent earthquakes in Turkey. These ground motions were recorded during Ceyhan earthquake (1998) which occured close to Nigde, Marmara earthquake (1999) and Duzce earthquake (1999). The dynamic analyses are conducted on the monumental building for the two cases of with wall and without wall which helps to consider the effect of structural walls on the seismic behavior of the building. In the light of the dynamic analyses results, expected level of damage and the structural irregularities of the monumental building are examined. It is observed that slab discontinuties on the first floor constitute a major element in the structural damage presumed. In addition,upon application of certain ground motions used, excessive levels of drift are observed which is another element for expected damage.
机译:这项研究的重点是调查土耳其历史悠久的卡帕多细亚地区建造的一座纪念性建筑物的抗震性能。该建筑位于Fertek镇,距Nigde市2公里。自1835年建成以来,它一直被用作朝拜神庙。建议它代表卡帕多细亚地区同一时期建造的许多类似建筑,作为朝拜神庙。使用动态分析程序研究了纪念建筑物的抗震性能。该建筑物受到地面运动的记录,这些记录是在土耳其最近的地震中获得的。这些地震动是在切尼罕地震(1998)和尼格德地震,马尔马拉地震(1999)和杜兹切地震(1999)发生期间记录的。对纪念建筑物进行了有墙和无墙两种情况的动力分析,这有助于考虑结构墙对建筑物抗震性能的影响。根据动态分析结果,检查了预期破坏程度和纪念性建筑物的结构不规则性。可以看出,在一楼的楼板不连续性是推测的结构破坏的主要因素。此外,在使用某些地面运动后,会观察到过度的漂移,这是造成预期损坏的另一个因素。

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