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首页> 外文期刊>Journal of structural engineering >In Situ Out-of-Plane Testing of As-Built and Retrofitted Unreinforced Masonry Walls
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In Situ Out-of-Plane Testing of As-Built and Retrofitted Unreinforced Masonry Walls

机译:竣工和改造后未加固砌体墙的原位平面外测试

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摘要

The out-of-plane behavior of as-built and retrofitted unreinforced masonry (URM) walls was investigated by conducting in situ static airbag tests in four buildings. The age of the buildings varied from 80 to 130 years, and all but one were constructed using clay brick masonry with timber floor and roof diaphragms. The fourth building was a reinforced concrete frame structure with precracked clay block partition walls in addition to partition walls that appeared undamaged. The test program was composed of testing five one-way vertically spanning solid URM walls from the group of three URM buildings and testing four two-way spanning URM partition walls from the reinforced concrete frame building. All walls were tested with their original support conditions, but three one-way spanning walls were additionally retested with modified support conditions. These additional tests allowed the effects of wall support type to be investigated, including the influence of a concrete ring beam used at the floor levels and the influence of wall-to-timber diaphragm anchorage by means of grouted steel rods. Several walls were next retrofitted by adding either near-surface mounted (NSM) carbon fiber-reinforced polymer (CFRP) strips or NSM twisted steel bars (TSBs) and were then retested. A comparison between the results of the tests on as-built walls and the tests conducted on retrofitted walls suggests that the simple retrofit techniques that were used are suitable for URM wall strengthening to ultimate limit state (ULS) design. The test results in two buildings highlighted significant inherent variability in masonry material properties and construction quality, and recommendations were made for the seismic assessment and retrofit of URM walls. An analytical trilinear elastic model especially useful when assessing the dynamic stability of cracked one-way spanning walls proved to satisfactorily predict the maximum wall strength, excluding those walls that developed arching action.
机译:通过在四座建筑物中进行原位静态安全气囊测试,研究了已建成和翻新的无筋砌体(URM)墙的平面外行为。建筑物的年龄从80到130年不等,除其中之一外,其余全部都是用粘土砖砌成的,并用木地板和屋顶隔板制成。第四座建筑是钢筋混凝土框架结构,除了似乎没有损坏的隔墙外,还有预裂的粘土砌块隔墙。该测试程序包括测试来自三个URM建筑物组中的五个垂直单向垂直跨接的实体URM墙和测试来自钢筋混凝土框架建筑物中的四个四个双向跨越的URM隔墙。所有墙体均以其原始支撑条件进行了测试,但另外三处单向跨墙在修改后的支撑条件下进行了重新测试。这些额外的测试可以研究墙支撑类型的影响,包括在地板水平处使用的混凝土环梁的影​​响以及通过灌浆钢管对墙木隔板的锚固的影响。接下来,通过添加近表面安装的(NSM)碳纤维增强聚合物(CFRP)条或NSM扭曲的钢筋(TSB)来翻新几堵墙,然后进行重新测试。在对竣工墙体的测试结果与对翻新墙体进行的测试结果之间的比较表明,所使用的简单翻新技术适用于将URM墙体加固至极限状态(ULS)设计。在两座建筑物中的测试结果突显了砖石材料特性和建筑质量的显着内在变异性,并提出了抗震评估和URM墙翻新的建议。分析三线性弹性模型在评估开裂的单向跨墙的动力稳定性时特别有用,证明可以令人满意地预测最大墙体强度,但不包括那些产生拱形作用的墙体。

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