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1.发明申请公开(公告)号：US20100242609A1
公开(公告)日：2010-09-30
申请号：US12652330
申请日：2010-01-05
Applicant: WEI-FENG LEE , CHENG-HSING CHEN , CHIA-FENG CHANG , HSING-TAI MEI
Inventor： WEI-FENG LEE , CHENG-HSING CHEN , CHIA-FENG CHANG , HSING-TAI MEI
IPC: G01M7/02
CPC classification number: G01M7/025 , G01M5/0008 , G01M5/0066
Abstract: The invention relates bridge structure safety evaluation technology by means of combining vibration measuring and structural model analysis techniques for bridge erosion evaluation and pre-warning monitoring applications. This technology can also be applied for long-term bridge structure monitoring and safety evaluation as well as judgment and evaluation of rail structure abnormality.
Abstract translation: 本发明通过结合振动测量和桥梁侵蚀评估和预警监测应用的结构模型分析技术，结合桥梁结构安全评估技术。 该技术也可用于长期的桥梁结构监测和安全评估，以及轨道结构异常的判断和评估。
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公开(公告)号：US08640544B2
公开(公告)日：2014-02-04
申请号：US13216243
申请日：2011-08-24
Applicant: Wei-Feng Lee , Cheng-Hsing Chen , Yi-Chun Lai , Hsing-Tai Mei
Inventor： Wei-Feng Lee , Cheng-Hsing Chen , Yi-Chun Lai , Hsing-Tai Mei
CPC classification number: G01M7/00 , G01M5/0066
Abstract: The present invention discloses a method for analyzing structure safety, and the method uses valid vibration measurement signals to obtain mutual feedbacks for a structural model analysis and a calibrated structural model to simulate a disaster situation to obtain the critical force exertion and deformation scale of a structure. The method is applied to capture the stability index of the structure to analyze the structure safety or applied for a structure safety evaluation or a health monitoring, or even for a structure multi-hazards safety determination.
Abstract translation: 本发明公开了一种分析结构安全性的方法，该方法采用有效的振动测量信号，获得结构模型分析和校准结构模型的相互反馈，模拟灾害情况，获得结构的临界力消耗和变形规模 。 该方法用于捕获结构的稳定性指标，以分析结构安全性或应用于结构安全评估或健康监测，或甚至结构多重危害安全性测定。
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公开(公告)号：US20120204646A1
公开(公告)日：2012-08-16
申请号：US13216243
申请日：2011-08-24
Applicant: Wei-Feng Lee , Cheng-Hsing Chen , Yi-Chun Lai , Hsing-Tai Mei
Inventor： Wei-Feng Lee , Cheng-Hsing Chen , Yi-Chun Lai , Hsing-Tai Mei
IPC: G01M7/00
CPC classification number: G01M7/00 , G01M5/0066
Abstract: The present invention discloses a method for analyzing structure safety, and the method uses valid vibration measurement signals to obtain mutual feedbacks for a structural model analysis and a calibrated structural model to simulate a disaster situation to obtain the critical force exertion and deformation scale of a structure. The method is applied to capture the stability index of the structure to analyze the structure safety or applied for a structure safety evaluation or a health monitoring, or even for a structure multi-hazards safety determination.
Abstract translation: 本发明公开了一种分析结构安全性的方法，该方法采用有效的振动测量信号，获得结构模型分析和校准结构模型的相互反馈，模拟灾害情况，获得结构的临界力消耗和变形规模 。 该方法用于捕获结构的稳定性指标，以分析结构安全性或应用于结构安全评估或健康监测，或甚至结构多重危害安全性测定。
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4.发明授权公开(公告)号：US08290718B2
公开(公告)日：2012-10-16
申请号：US12652330
申请日：2010-01-05
Applicant: Wei-Feng Lee , Cheng-Hsing Chen , Chia-Feng Chang , Hsing-Tai Mei
Inventor： Wei-Feng Lee , Cheng-Hsing Chen , Chia-Feng Chang , Hsing-Tai Mei
CPC classification number: G01M7/025 , G01M5/0008 , G01M5/0066
Abstract: The invention relates bridge structure safety evaluation technology by means of combining vibration measuring and structural model analysis techniques for bridge erosion evaluation and pre-warning monitoring applications. This technology can also be applied for long-term bridge structure monitoring and safety evaluation as well as judgment and evaluation of rail structure abnormality.
Abstract translation: 本发明通过结合振动测量和桥梁侵蚀评估和预警监测应用的结构模型分析技术，结合桥梁结构安全评估技术。 该技术也可用于长期的桥梁结构监测和安全评估，以及轨道结构异常的判断和评估。
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