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In situ full-scale tests for old masonry elements: The out-of-plane response

机译:旧砌体原位全面测试:面外响应

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Regarding to old masonry response under seismic actions, destructive testing campaign wasrnplanned. It was directed to rubble masonry, with particularly reference to L’Aquila old masonry type. Thern6th April 2009 Earthquake, strongly damaged L’Aquila historical centre; in the hearth of the so-called “redrnzone”, a corner palace permanent damaged was chosen. The main masonry features are: no ordinary setting,rnsmall size of the stones, regular flattens made in bricks, no transversal links and stones contact; these marks arernrepresentative of the Italian smallest historical centres and European one.rnConsolidation approach detection is obviously hard; therefore, in order to research and obtain an effectivernstrategy of intervention, strictly connected to the above masonry type, seven panels were selected. Five strengtheningrnapproaches were pointed out; starting from the common injections until more advanced methods like “thernreticolatus”, without overlook the tradition techniques. This paper will be focused on the out-of-plane answer;rnin relation to consider the first collapse mode the primary cause of building break-down, during earthquake.
机译:关于地震作用下的旧砌体响应,策划了破坏性测试活动。它是针对瓦砾砌筑的,特别是指拉奎拉的旧砌体。 2009年4月6日,地震严重破坏了拉奎拉(L'Aquila)历史中心;在所谓的“ redrnzone”的炉膛中,选择了一个永久损坏的角落宫殿。主要的砌石特征是:没有普通的设置,石头的尺寸很小,用砖做成的规则的扁平,没有横向的连接和石头的接触。这些标记代表了意大利最小的历史中心和欧洲的历史中心。因此,为了研究和获得有效的干预策略,严格与上述砌体类型相关,选择了七个面板。指出了五种加强方法;从普通注射开始,直到更先进的方法(如“ therticreticolatus”),都没有忽视传统技术。本文将重点讨论平面外问题;在地震期间,考虑到第一个倒塌模式是建筑物倒塌的主要原因。

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