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Seismic behavior of two monumental buildings in historical Cappadocia region of Turkey

机译:两座巨大建筑物的地震行为在土耳其历史卡帕多西亚地区

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This study focuses on a displacement-based approach for the investigation of seismic behavior of two monumental buildings constructed in the historical Cappadocia region of Turkey. The first historic building is located in the town of Konakli, which is 27 km away from the city of Nigde and is situated in north-east of the city. It was built in 1844 and has served as a temple. The second building is located in the town of Fertek, 2 km from the city of Nigde. It has been used as a temple since it was built in 1835. These two buildings are seen as representative of many similar temple buildings constructed in the Cappadocia region during the same era. The seismic behavior of these two monumental buildings is investigated using dynamic analysis procedures. The buildings are subjected to ground motion records obtained during recent earthquakes in Turkey. These ground motions were recorded during the Ceyhan earthquake of 1998, which occurred close to Nigde; the Marmara earthquake of 1999 and the Duzce earthquake of 1999. Dynamic analyses are conducted for two cases with and without walls, as this helps in identification of the effect of structural walls on the seismic behaviors of these buildings. In the light of the dynamic analyses results, the expected level of damage and structural irregularities of the monumental buildings are examined. It is observed that slab discontinuities on the first floors constitute a major element in the expected structural damage for both buildings. Destructive levels of deformation are observed at Konakli in the roof domes of the building. In addition, upon application of certain ground motions, destructive levels of drift are observed, another element contributing to the expected damage.
机译:本研究重点是一种基于流离失所的方法,了解土耳其历史Cappadocia地区建造的两座巨大建筑物的地震行为。第一栋历史悠久的建筑位于Konakli镇,距离Nigde市有27公里,位于城市的东北部。它建于1844年,曾担任寺庙。第二栋楼位于富通市的佛教镇,距离尼格德市2公里。它被用作寺庙,因为它建于1835年。这两座建筑物被视为在同一时代在卡帕多西亚地区建造的许多类似寺庙建筑的代表。使用动态分析程序研究了这两个纪念性建筑的地震行为。建筑物在土耳其最近地震期间获得的地面运动记录。在1998年的Ceyhan地震期间记录了这些地面运动,靠近Nigde; 1999年的Marmara地震和1999年的Duzce地震。动态分析进行了两种情况下的两种情况,因为这有助于识别结构墙对这些建筑物的地震行为的影响。鉴于动态分析结果,检查了巨大建筑物的预期损坏水平和结构不规则性。观察到,第一楼层的板坯不连续性构成两个建筑物的预期结构损坏中的主要元素。在建筑物屋顶圆顶的Konakli观察到破坏性变形水平。另外,在施加某些地面运动时,观察到破坏性漂移水平,另一个元素有助于预期的损伤。

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