已建结构的动力测试是了解其实际动力性能、提升建模和计算分析精度、检测结构损伤情况的重要手段.提出了 Human Shaker(HS)的方法,利用人的行走、跳跃和摆动等运动实现对结构的激振,由智能可穿戴设备得到激振荷载和结构响应,并由此识...已建结构的动力测试是了解其实际动力性能、提升建模和计算分析精度、检测结构损伤情况的重要手段.提出了 Human Shaker(HS)的方法,利用人的行走、跳跃和摆动等运动实现对结构的激振,由智能可穿戴设备得到激振荷载和结构响应,并由此识别结构的模态参数.首先建立了由特征点加速度重构人致激振荷载的方法,以及利用可穿戴设备的HS应用步骤,进而以横向摆动为例通过实验确定了特征点位置及其对应的质量参与修正系数.最后将HS技术应用于某实际结构的动力测试和模态参数识别,结果表明,HS技术可以方便快捷地用于中小型结构的模态测试.展开更多
Being able to significantly reduce system installation time and cost,wireless sensing technology has attracted much interest in the structural health monitoring(SHM)community.This paper reports the field application o...Being able to significantly reduce system installation time and cost,wireless sensing technology has attracted much interest in the structural health monitoring(SHM)community.This paper reports the field application of a wireless sensing system on a 4-span highway bridge located in Wayne,New Jersey in the US.Bridge vibration due to traffic and ambient excitation is measured.To enhance the signal-to-noise ratio,a low-noise high-gain signal conditioning module is developed for the wireless sensing system.Nineteen wireless and nineteen cabled accelerometers are first installed along the sidewalk of two neighboring bridge spans.The performance of the wireless sensing system is compared with the high-precision cabled sensing system.In the next series of testing,16 wireless accelerometers are installed under the deck of another bridge span,forming a 4×4 array.Operating deflection analysis is successfully conducted using the wireless measurement of traffic and ambient vibrations.展开更多
文摘已建结构的动力测试是了解其实际动力性能、提升建模和计算分析精度、检测结构损伤情况的重要手段.提出了 Human Shaker(HS)的方法,利用人的行走、跳跃和摆动等运动实现对结构的激振,由智能可穿戴设备得到激振荷载和结构响应,并由此识别结构的模态参数.首先建立了由特征点加速度重构人致激振荷载的方法,以及利用可穿戴设备的HS应用步骤,进而以横向摆动为例通过实验确定了特征点位置及其对应的质量参与修正系数.最后将HS技术应用于某实际结构的动力测试和模态参数识别,结果表明,HS技术可以方便快捷地用于中小型结构的模态测试.
基金This research is partially sponsored by the National Science Foundation,under grant number CMMI-0928095(Program Manager:Dr.Shih-Chi Liu).
文摘Being able to significantly reduce system installation time and cost,wireless sensing technology has attracted much interest in the structural health monitoring(SHM)community.This paper reports the field application of a wireless sensing system on a 4-span highway bridge located in Wayne,New Jersey in the US.Bridge vibration due to traffic and ambient excitation is measured.To enhance the signal-to-noise ratio,a low-noise high-gain signal conditioning module is developed for the wireless sensing system.Nineteen wireless and nineteen cabled accelerometers are first installed along the sidewalk of two neighboring bridge spans.The performance of the wireless sensing system is compared with the high-precision cabled sensing system.In the next series of testing,16 wireless accelerometers are installed under the deck of another bridge span,forming a 4×4 array.Operating deflection analysis is successfully conducted using the wireless measurement of traffic and ambient vibrations.
