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Seismic Monitoring To Assess Performance Of Structures In Near-Real Time: Recent Progress

机译:地震监测以近实时评估结构的性能:最近的进展

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Earlier papers have described how observed data from classical accelerometers deployed in structures or from differential GPS with high sampling ratios deployed at roofs of tall buildings can be configured to establish seismic health monitoring of structures. In these configurations, drift ratios1 are the main parametric indicator of damage condition of a structure or component of a structure.Real-time measurement of displacements are acquired either by double integration of accelerometer time-series data, or by directly using GPS. Recorded sensor data is then related to the performance level of a building. Performance-based design method stipulates that for a building the amplitude of relative displacement of the roof of a building (with respect to its base) indicates its performance.Usually, drift ratio is computed using relative displacement between two consecutive floors. When accelerometers are used, a specific software is used to compute displacements and drift ratios in realtime by double integration of accelerometer data from several floors. However, GPS-measured relative displacements are limited to being acquired only at the roof with respect to its reference base. Thus, computed drift ratio is the average drift ratio for the whole building. Until recently, the validity of measurements using GPS was limited to long-period structures (T>1 s) because GPS systems readily available were limited to 10–20 samples per seconds (sps) capability. However, presently, up to 50 sps differential GPS systems are available on the market and have been successfully used to monitor drift ratios [1,2]—thus enabling future usefulness of GPS to all types of structures. Several levels of threshold drift ratios can be postulated in order to make decisions for inspections and/or occupancy.Experience with data acquired from both accelerometers and GPS deployments indicates that they are reliable and provide pragmatic alternatives to alert the owners and other authorized parties to make informed decisions and select choices for pre-defined actions following significant events.
机译:早期的论文已经描述了如何在结构中部署的经典加速度计或具有在高层建筑物屋顶上部署的高采样比的差分GPS观察到的观察到,可以配置为建立对结构的地震健康监测。在这些配置中,漂移比例1是结构的结构或部件的损伤条件的主要参数指示。通过加速度计时间序列数据的双重集成,或通过直接使用GPS来获取位移的时间测量。记录的传感器数据与建筑物的性能水平有关。基于性能的设计方法规定,用于构建建筑物顶部的相对位移(关于其基部)的相对位移表示其性能。通常,使用两个连续楼层之间的相对位移来计算漂移比。当使用加速度计时,特定软件用于在几个楼层中的加速度计数据进行加速度计数据的重复整合来计算位移和漂移比。然而,GPS测量的相对位移仅限于仅在屋顶上获取相对于其参考底座。因此,计算的漂移比是整个建筑物的平均漂移比。直到最近,使用GPS的测量的有效性限于长期结构(T> 1 s),因为GPS系统容易获得的GPS系统仅限于每秒10-20个样本(SPS)能力。但是,目前,市场上可提供多达50个SPS差分GPS系统,并已成功用于监控漂移比[1,2] - 为所有类型的结构实现GPS的未来有用性。可以假设几个阈值漂移比,以便做出检查和/或占用的决定。从加速度计和GPS部署中获取的数据的经验表明它们是可靠的,并提供务实的替代方案,以提醒所有者和其他授权各方制作明智的决策,并选择以下重定事件的预定义操作选择。

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