土木工程 |
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交通荷载作用下埋地管道应力分析与现场测试 |
李新亮1,李素贞1,2,申永刚3 |
1. 同济大学 建筑工程系,上海 200092; 2. 同济大学 土木工程防灾国家重点实验室,上海 200092;3. 浙江大学 土木工程系,杭州 310058 |
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Stress analysis and field testing of buried pipeline under traffic load |
LI Xin-liang1,LI Su-zhen1,2,SHEN Yong-gang3 |
1. Department of Building Engineering,Tongji University,Shanghai 200092,China; 2. State Key Laboratory of Disaster Research in Civil Engineering,Tongji University,Shanghai 200092,China;3. Department of Civil Engineering,Zhejiang University,Hangzhou 310058,China |
[1] WARMAN D J,HART J D,FRANCINI R B. Development of a pipeline surface loading screening process and assessment of surface load dispersing methods [R]. Calgary, Alber-ta:Canadian Energy Pipeline Association (CEPA),2009.
[2] 李素贞,李杰,赵鸣. 市政地下管道检测/监测技术现状调查[R]. 上海:同济大学土木工程学院生命线工程研究所,2009.
LI Su-zhen,LI Jie,ZHAO Ming. Investigati-on of the detection/monitoring technologies f-or city buried pipeline [R]. Shanghai:Institu-te of Lifeline Engineering in School of Civil Engineering,Tongji University,2009.
[3] GB50332-2002.给水排水工程管道结构设计规范 [S]. 北京:中国建筑工业出版社,2002.
GB50332-2002,Structural design code for pi-peline of water supply and waste water engi-neeering [S]. Beijing:China Architecture & Building Press,2002.
[4] MOSER A P,FOLKMAN S. Buried pipe d-esign [M]. 3rd ed. New York:McGraw-Hill Professional,2008:33-43.
[5] HU Yu-chan,ZHAO Ming,LI Su-zhen. pipe-line defect detection based on ultrasonic gui-ded wave technique using fiber bragg gratin-gs [C]∥ Proceedings of the International C-onference on Pipeline and Trenchless Tech-nology. Wuhan:American Society of Civil E-ngineers,2012:996-1010.
[6] 何存富,杭利军,吴斌. 分布式光纤传感技术在管道泄漏检测中的应用 [J]. 传感器与微系统,2006,25(9):8-14.
HE Cun-fu,HANG Li-jun,WU Bin. Applic-ation of distributed optical fiber sensing tech-nique in pipeline leak detection [J]. Transdu-cer and Microsystem Technologies,2006,25(9):8-14.
[7] 吴智深,杨千才,李素贞,等. 动静态分布传感技术及结构健康监测理论与设计体系 [C]∥结构防灾、监测与控制—第二届“结构工程新进展国际论坛”特邀报告集. 大连:中国建筑工业出版社,2008:200-252.
WU Zhi-shen,YANG Qian-cai,LI Su-zhen,et al. Dynamic and static distributed sensin-g technology with the theory and design syst-em of structural health monitoring [C]∥ Pro-ceedings of the 2nd International Conferen-ce on New Progress in Structural Enginee-ring—Structural Disaster Prevention,Moni-toring and Controlling. Dalian:China Arch-itecture & Building Press,2008:200-252.
[8] 徐芝纶. 弹性力学 [M]. 4版. 北京:高等教育出版社,2006:81-85.
[9] 龙驭球. 弹性地基梁的计算 [M]. 北京:高等教育出版社,1981:14-22.
[10] WATKINS R K,ANDERSON L R. Structur-al mechanics of buried pipes [M]. New Yo-rk:CRC Press,2000:Chapter 5 and Appen-dix B.
[11] HOWARD A K.Modulus of soil reaction(E′) values for buried flexible pipe [J]. Journal of the Geotechnical Engineering Division,1977,103:33-43.
[12] HOWARD A K.Composite E′ (modulus of soil reaction)[J]. Pipelines,2009:958-969.
[13] LI S Z,WU Z S. Development of distribut-ed long-gage fiber optic sensing system for structural health monitoring [J]. Structural Health Monitoring,2007,6:133-143. |
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