超高层结构健康监测系统概述
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摘要
超高层结构健康监测越来越受到国内外工程界的重视,但由于其起步较晚,并且其结构体系与桥梁或普通建筑存在较大区别,相关技术相对不够成熟。文中首先,介绍超高层结构健康监测的重要性、发展历程、特点以及应用情况;然后,综合阐述超高层结构健康监测系统的功能、设计原则、主要监测项目以及各组成系统的功能,特点和实现方法。最后,对超高层结构健康监测系统领域的几个问题做了展望。
The structural health monitoring for skyscrapers is received more and more concern.Because it starts relatively late and the structural system of skyscrapers differs from that of bridges and common structures,the related technology has not been mature enough and further research needs to be performed.Firstly,the significance meaning,development course,features and application of the technology were discussed,then the function,design principle,monitoring items,properties and implementation method of each subsystem were analysed.Lastly,several issues for the health monitoring system were predicted.
The structural health monitoring for skyscrapers is received more and more concern.Because it starts relatively late and the structural system of skyscrapers differs from that of bridges and common structures,the related technology has not been mature enough and further research needs to be performed.Firstly,the significance meaning,development course,features and application of the technology were discussed,then the function,design principle,monitoring items,properties and implementation method of each subsystem were analysed.Lastly,several issues for the health monitoring system were predicted.
引文
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[2]宋秀清.简洁加利福尼亚理工学院建筑结构健康状态的实时监测和性能评估系统[J].国际地震动态,2006(4):42-44.Song X Q.R-SHAPE:A real-time structural healthand performance evaluation system[J].RecentDevelopments in World Seismology,2006(4):42-44.(in Chinese)
[3]汪菁.深圳市民中心屋顶网架结构健康监测系统及其关键技术研究[D].武汉:武汉理工大学土木工程与建筑学院,2008.Wang Q.Research on The Health Monitoring Systemand Its Key Techniques for Long-span Roof SpaceLatticed Structure of Shenzhen Citizen Center[D].Wuhan:Wuhan University of Technology,CivilEngineering and Architecture College,2008.(inChinese)
[4]张启伟.大型桥梁健康监测概念与监测系统设计[J].同济大学学报,2001,29(1):65-69.Zhang Q W.Conception of long-span bridge healthmonitoring and monitoring system design[J].Journalof Tongji University,2001,29(1):65-69.(inChinese)
[5]中华人民共和国建设部.JGJ 3—2002高层建筑混凝土结构技术规程[S].北京:中国建筑工业出版社,2009.Construction Ministry of PRC.JGJ 3—2002 Technicalspecification for concrete structures of high-risebuilding[S].Beijing:China Building Industry Press,2009.(in Chinese)
[6]李宏男,高东伟,伊廷华.土木工程结构健康监测系统的研究状况与进展[J].力学进展,2008,38(2):151-165.Ling H N,Gao D W,Yi T H.Advances in structuralhealth monitoring systems in civil engineering[J].Advances in Mechanics,2008,38(2):151-165.(inChinese)
[7]孙鸿敏,李宏男.土木工程结构健康监测研究进展[J].防灾减灾工程学报,2003,23(3):92-97.Sun H M,Li H N.State-of-the-art review of thestructural health monitoring in civil engineering[J].Jouranl of Disaster Prevention and MitigationEngineering,2003,23(3):92-97.(in Chinese)
[8]熊海贝,李志强.结构健康监测的研究现状[J].结构工程师,2006,22(5):86-90.Xiong HB,Li Z Q.State of the art of structural healthmonitoring[J].Structural Engineers,2006,22(5):86-89.(in Chinese)
[9]李国强,李杰,等.高层建筑检测方法、研究与应用[J].振动、测试与诊断,1998,18(2):91-97.Li G Q,Li J,et al.Method,study and application ofhigh building dynamic detection[J].Journal ofVibration,Measurement&Diagnosis,1998,18(2):91-97.(in Chinese)
[10]戴吾蛟,丁晓利,等.不同环境下GPS用于水平振动位移测量的精度分析[J].工程勘察,2007(11):59-63.Dai W J,Ding X L,et al.Accuracy assessment fordynamic displacement measurement using GPS indifferent environment[J].Geotechnical Investigation&Surveying,2007(11):59-63.(in Chinese)
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