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基于局部测点模态测试的简支梁桥承载刚度评定试验研究
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作者 亓圣 施晓 +3 位作者 亓兴军 王宁宁 曹三鹏 王珊珊 《地震工程学报》 CSCD 北大核心 2024年第3期593-601,共9页
快速可靠地检测服役桥梁的承载刚度对保障道路交通线路的安全运营具有重要意义。文章提出一种基于局部测点模态测试的简支梁桥承载刚度评定方法,并以某实际工程中一座简支梁桥为试验对象,对所提方法的可行性和准确性进行验证。设计传统... 快速可靠地检测服役桥梁的承载刚度对保障道路交通线路的安全运营具有重要意义。文章提出一种基于局部测点模态测试的简支梁桥承载刚度评定方法,并以某实际工程中一座简支梁桥为试验对象,对所提方法的可行性和准确性进行验证。设计传统桥梁荷载试验的中载和偏载加载方案,测得各工况下简支梁桥跨中截面的实测静挠度,基于环境激励进行联合测点模态试验和局部测点模态试验,预测简支梁桥跨中截面的模态挠度,并结合桥梁理论挠度计算结构挠度校验系数。结果表明:中载、偏载工况下联合测点模态试验预测的跨中截面模态挠度与静载试验跨中截面实测静挠度的相对误差最大不超过5.7%,基本满足工程精度的要求;联合跨中截面测点和桥面加载点测点的联合测点模态试验能够准确评估桥梁的承载刚度;仅在跨中截面布置传感器的局部测点模态试验预测的模态挠度基本等价于联合测点模态试验预测的模态挠度,两者的相对误差小于2%,局部测点模态测试预测的跨中截面挠度校验系数与静载试验的实测挠度校验系数相比具有很好的一致性。 展开更多
关键词 模态试验 局部测点 简支梁桥 承载刚度 校验系数 静载试验
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Adaptive projected gradient thresholding methods for constrained l0problems 被引量:2
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作者 ZHAO ZhiHua XU FengMin LI XiangYang 《Science China Mathematics》 SCIE CSCD 2015年第10期2205-2224,共20页
In this paper, we propose and analyze adaptive projected gradient thresholding(APGT) methods for finding sparse solutions of the underdetermined linear systems with equality and box constraints. The general convergenc... In this paper, we propose and analyze adaptive projected gradient thresholding(APGT) methods for finding sparse solutions of the underdetermined linear systems with equality and box constraints. The general convergence will be demonstrated, and in addition, the bound of the number of iterations is established in some special cases. Under suitable assumptions, it is proved that any accumulation point of the sequence generated by the APGT methods is a local minimizer of the underdetermined linear system. Moreover, the APGT methods, under certain conditions, can find all s-sparse solutions for accurate measurement cases and guarantee the stability and robustness for flawed measurement cases. Numerical examples are presented to show the accordance with theoretical results in compressed sensing and verify high out-of-sample performance in index tracking. 展开更多
关键词 projected gradient l0 constraints compressed sensing index tracking hard thresholding
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