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首页> 外文期刊>Journal of Performance of Constructed Facilities >Seismic Rehabilitation of Sixteenth- and Seventeenth-Century Rammed Earth-Built Churches in the Andean Highlands: Field and Laboratory Study
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Seismic Rehabilitation of Sixteenth- and Seventeenth-Century Rammed Earth-Built Churches in the Andean Highlands: Field and Laboratory Study

机译:安第斯高地16世纪和17世纪夯实的土木教堂的地震修复:实地和实验室研究

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摘要

In a Latin American context, few studies exist regarding the construction of churches during the colonial period using adobe and rammed-earth techniques. Investigations of their spatial characteristics, systems of construction, and structural behavior, therefore, are also scarce. This lack of research has led to poor results in restoration attempts for these kinds of churches, which has caused the loss of important Colombian architectural and historical heritage. Additionally, Colombia is at a high seismic risk, and adobe and rammed-earth buildings are particularly vulnerable during earthquakes. This paper presents the results of an investigation of these kinds of structures, developed by the investigative groups investigation group on materials and structures (GRIME) and Estructuras & Construccion (at Pontificia Universidad Javeriana) during the period 2002-2013. The investigation focuses on churches in the geographical area within the central Colombian highlands built during the 16th and 17th centuries. The study takes an architectural and historical approach coupled with structural laboratory work (involving shake table tests on 1:50 models), where the authors applied a reinforcement alternative with confinement wood elements to improve the seismic performance of the structural system of rammed-earth churches. According to these results, the use of confining wood elements as reinforcements reduces the relative displacement induced by earthquakes to doctrinal earth-built churches and diminishes the propagation of cracks. (C) 2014 American Society of Civil Engineers.
机译:在拉丁美洲的情况下,很少有关于使用土坯和夯土技术在殖民时期建造教堂的研究。因此,对它们的空间特性,构造系统和结构行为的研究也很少。缺乏研究导致对此类教堂的修复尝试效果不佳,这导致了重要的哥伦比亚建筑和历史遗产的流失。此外,哥伦比亚的地震风险很高,土坯和夯土建筑物在地震期间尤其脆弱。本文介绍了这种结构的研究结果,该研究结果由材料和结构研究小组(GRIME)和Estructuras&Construccion(位于Pontaveria Universidad Javeriana)在2002-2013年期间开发。调查的重点是16和17世纪建造的哥伦比亚中部高地地理区域内的教堂。这项研究采用了建筑和历史的方法,并结合了结构实验室的工作(涉及在1:50模型上进行的振动台测试),其中作者采用了带有约束木元素的加固替代方案,以改善夯土教堂的结构系统的抗震性能。 。根据这些结果,使用约束木元素作为增强材料可减少地震对教义的土建教堂造成的相对位移,并减少裂缝的传播。 (C)2014美国土木工程师学会。

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