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Experimental Dynamic Behavior of Historical Buildings at Scale Model: San Raymundo Church, Guatemala

机译:历史建筑的实验动态行为在规模模型:危地马拉圣雷蒙大教堂

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Guatemala has an enormous set of churches of colonial architecture dating from the fifteenth century. Many of these considered part of the National Cultural Patrimony. It is necessary to identify the dynamic characteristics of historic buildings, to determine the response of their structures and materials under strong seismic movements, for retrofit engineering purposes. At present this information of historical structures is very scarce. This study to the Church of San Raymundo, a colonial church that presented severe damage by the earthquake in Guatemala on February 4, 1976, is a first contribution to the implementation of the Sendai Framework Cultural Heritage and Architectural Patrimony Preservation initiatives in Guatemala. This study was carried out in the Seismology Laboratory of the Research Institute of Engineering, Mathematics and Physical Sciences (in~3) of the Mariano Galvez University of Guatemala. The model was built to scale 1:8.75, with dimensions 2.80 x 3.00 x 1.75 m. The model was instrumented with accelerometers and deformation sensors to record the behavior of the structure and was subjected to local earthquakes registered in the Seismological Service (in3~), on a 3 m x 3 m bi-axial seismic simulator. Resulting in damage to the structure, the collapse of the dome and vault with the earthquake scaled from November 7, 2012 in the department of San Marcos, Guatemala. The obtained results allow evaluating and acquiring experience of the dynamic behavior of historical buildings and that said results are compared with those of the mathematical model for future studies of structures of similar characteristics.
机译:危地马拉拥有巨大的殖民地建筑教堂,可在第十五世纪达到约会。许多这些被认为是国家文化遗产的一部分。有必要识别历史建筑的动态特征,以确定其结构和材料在强烈地震运动下的响应,以改造工程目的。目前,这种历史结构的信息非常稀缺。这项研究到了1976年2月4日危地马拉地震造成了严重损害的殖民教会的圣雷蒙多教会,这是对危地马拉仙台框架文化遗产和建筑怜悯保护倡议实施的第一个贡献。该研究是在危地马拉的Mariano Galvez大学的工程研究所,数学和物理科学研究所的地震实验室进行了开展的。该模型建于1:8.75,尺寸2.80 x 3.00 x 1.75 m。该模型用加速度计和变形传感器进行了仪表,以记录结构的行为,并经受在地震服务(IN3〜)中登记的当地地震,在3米×3M双轴震模拟器上。导致结构损坏,圆顶和拱顶与地震的崩溃从2012年11月7日在圣马科斯,危地马拉的部门扩大。所获得的结果允许评估和获取历史建筑的动态行为的经验,并将说结果与数学模型的数学模型进行比较,以便将来的类似特征结构的研究。

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