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Cyclic testing and analysis of a full-scale cast-in-place reinforced concrete wall-slab-wall structure

机译:全尺寸钢筋混凝土墙板结构的循环测试与分析

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The phenomena of induced seismicity have recently become of increasing interest for public/private authorities and stakeholders due to the impact that some of these low-intensity earthquakes might have on the built environment of regions that were not historically prone to hazard from natural seismicity. This has led to the deployment of experimental campaigns aimed at investigating and assessing the seismic response of existing structures in such now-seismically active regions, which were typically built without any particular seismic design and/or detailing criteria. A pseudostatic cyclic test on a full-scale one-storey two-bay cast-in-place reinforced concrete (RC) wall-slab-wall structure, representative of a building typology that is a very common form of housing in the Netherlands, was thus carried out. The test specimen was designed according to Dutch building practice and tried to combine several common characteristics as well as customary detailing of multi-unit cast-in-place RC terraced houses, which, together with precast ones, constitute the vast majority of the Groningen RC building stock. The present paper describes the main features of the building mock-up and discusses the foremost results obtained by the testing, which was performed in a bi-directional fashion and was therefore meant to address several open questions regarding the seismic behaviour/performance of this specific structural typology in both longitudinal/weak and transverse/strong directions. Hysteretic response curves of the specimen and key parts of it are provided, along with a discussion of the building damage evolution during the phases of testing, showing how rocking of walls around their base was the dominating response mechanism for both directions of loading. Issues of strength degradation and energy dissipation were also addressed, illustrating the main trends observed with the changing of imposed drift level as well as with the number of applied cycles for a given drift ampli
机译:最近,由于一些低强度地震可能会对历史上不易遭受自然地震危害的地区的建筑环境产生影响,诱发地震现象越来越引起公共/私人当局和利益相关者的兴趣。这导致开展了实验活动,旨在调查和评估目前地震活跃地区现有结构的地震反应,这些地区通常没有任何特定的抗震设计和/或详细标准。因此,对一个足尺的一层两跨现浇钢筋混凝土(RC)墙板墙结构进行了拟静力循环试验,该结构代表了一种建筑类型,是荷兰非常常见的住房形式。该试样是根据荷兰建筑实践设计的,并试图结合多单元现浇钢筋混凝土梯田房屋的几个共同特征和常规细节,这些房屋与预制房屋一起构成格罗宁根钢筋混凝土建筑的绝大多数。本文件描述了建筑模型的主要特征,并讨论了通过测试获得的最重要结果,测试是以双向方式进行的,因此旨在解决有关这种特定结构类型在纵向/弱方向和横向/强方向上的地震行为/性能的几个开放性问题。提供了试件及其关键部件的滞回响应曲线,并讨论了测试阶段的建筑物损伤演变,显示了在两个荷载方向上,围绕其基座的墙体摇摆是主要的响应机制。还讨论了强度退化和能量耗散问题,说明了随着外加漂移水平的变化以及给定漂移幅度的应用循环次数的变化所观察到的主要趋势

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