$\require{mediawiki-texvc}$

연합인증

연합인증 가입 기관의 연구자들은 소속기관의 인증정보(ID와 암호)를 이용해 다른 대학, 연구기관, 서비스 공급자의 다양한 온라인 자원과 연구 데이터를 이용할 수 있습니다.

이는 여행자가 자국에서 발행 받은 여권으로 세계 각국을 자유롭게 여행할 수 있는 것과 같습니다.

연합인증으로 이용이 가능한 서비스는 NTIS, DataON, Edison, Kafe, Webinar 등이 있습니다.

한번의 인증절차만으로 연합인증 가입 서비스에 추가 로그인 없이 이용이 가능합니다.

다만, 연합인증을 위해서는 최초 1회만 인증 절차가 필요합니다. (회원이 아닐 경우 회원 가입이 필요합니다.)

연합인증 절차는 다음과 같습니다.

최초이용시에는
ScienceON에 로그인 → 연합인증 서비스 접속 → 로그인 (본인 확인 또는 회원가입) → 서비스 이용

그 이후에는
ScienceON 로그인 → 연합인증 서비스 접속 → 서비스 이용

연합인증을 활용하시면 KISTI가 제공하는 다양한 서비스를 편리하게 이용하실 수 있습니다.

Inclinometer-based method to monitor displacement of high-rise buildings

Structural monitoring and maintenance, v.5 no.1, 2018년, pp.111 - 127  

Xiong, Hai-Bei (Research Institute of Structural Engineering and Disaster Reduction, Tongji University) ,  Cao, Ji-Xing (Research Institute of Structural Engineering and Disaster Reduction, Tongji University) ,  Zhang, Feng-Liang (Research Institute of Structural Engineering and Disaster Reduction, Tongji University)

Abstract AI-Helper 아이콘AI-Helper

Horizontal displacement of high-rise building is an essential index for assessing the structural performance and safety. In this paper, a novel inclinometer-based method is proposed to address this issue and an algorithm based on three spline interpolation principle is presented to estimate the hori...

주제어

참고문헌 (35)

  1. Abdelrazaq, A., Amp, H. and Camp, S. (2012), "Validating the structural behavior and response of Burj Khalifa: Full scale structural health monitoring programs", Build. Struct., 44(5), 87-97. 

  2. Breuer, P., Chmielewski, T., Gorski, P. and Konopka, E. (2002), "Application of GPS technology to measurements of displacements of high-rise structures due to weak winds", J Wind Eng Ind Aerod., 90(3), 223-230. 

  3. Calcaterra, S., Cesi, C., Maio, C.D., et al. (2012), "Surface displacements of two landslides evaluated by GPS and inclinometer systems: a case study in Southern Apennines, Italy", Nat. Hazards, 61(1), 257-266. 

  4. Chowdhury, F.H., Islam, G.M.S. and Raihan, M.T. (2015), "Application of different structural health monitoring system on bridges an overview", IABSE-JSCE Joint Conference on Advances in Bridge Engineering-III. 

  5. ETABS software, Computers &Structures, INC, https://www.csiamerica.com/products/etabs 

  6. Feng, D., Feng, M.Q. and Ozer, E. (2015), "A vision-based sensor for noncontact structural displacement measurement", Sensors, 15(7), 16557-16575. 

  7. Guo, Z.L. (2011), "Application of structural health monitoring technology based on model shaking table test of a super high-rise building", Master Dissertation (Chinese), Tongji University, Shanghai. 

  8. Hong, Y.H, Park, H.W. and Lee, H.S. (2008), "A regularization scheme for displacement reconstruction using acceleration data measured from structures", Proceedings of the 15th International Symposium on: Smart Structures and Materials & Nondestructive Evaluation and Health Monitoring, International Society for Optics and Photonics, 693228-693228-11 

  9. Lam, H.F., Yang, J. and Au, S.K. (2015a), "Bayesian model updating of a coupled-slab system using field test data utilizing an enhanced Markov chain Monte Carlo simulation algorithm", Eng. Struct., 102, 144-155. 

  10. Lam H.F., Yang, J.H. and Hu, J. (2015b), "Ambient vibration test, modal identification and structural model updating following Bayesian framework", Int. J. Struct.Stab. Dynam, 15(7), 1540024. 

  11. Li, B. and Kiureghian, A.D. (2016), "Robust optimal sensor placement for operational modal analysis based on maximum expected utility", Mech. Syst. Signal Pr., 75, 155-175. 

  12. Li, Z.J., Park, H.S. and Adeli, H. (2017), "New method for modal identification of super high-rise building structures using discretized synchrosqueezed wavelet and Hilbert transforms", Struct Des Tall Spec., 26, (3). 

  13. Moschas, F. and Stiros, S. (2011), "Measurement of the dynamic displacements and of the modal frequencies of a short-span pedestrian bridge using GPS and an accelerometer", Eng. Struct., 33(1), 10-17. 

  14. Ni, Y.Q., Xia, Y., Liao, W.Y. and Ko, J.M. (2009), "Technology innovation in developing the structural health monitoring system for Guangzhou New TV Tower", Struct. Control Health, 16(1), 73-98. 

  15. Ni, Y.C., Lu, X.L. and Lu, W.S. (2017), "Operational modal analysis of a high-rise multi-function building with dampers by a Bayesian approach", Mech. Syst. Signal Pr., 86, 286-307. 

  16. Ni Y.C. and Zhang F.L. (2018), "Fast Bayesian approach for modal identification using forced vibration data considering the ambient effect", Mech. Syst. Signal Pr., 105,113-128. 

  17. Park, J.W., Lee, J.J., Jung, H.J. and Myung, H. (2010), "Vision-based displacement measurement method for high-rise building structures using partitioning approach", Ndt&E Int., 43(7), 642-647. 

  18. Pastor, M., Binda, M. and HarCarik, T. (2012), "Modal assurance criterion", Procedia Eng., 48(1), 543-548. 

  19. Pei, H., Cui, P., Yin, J., et al. (2011), "Monitoring and warning of landslides and debris flows using an optical fiber sensor technology", J. Mountain Sci., 8(5), 728-738. 

  20. Pei, H.F., Yin, J.H., Zhu, H.H., et al. (2012), "Monitoring of lateral displacements of a slope using a series of special fibre Bragg grating-based in-place inclinometers", Meas. Sci.Technol., 23(2), 025007. 

  21. Quan, Y., Gu, M. and Tamura, Y. (2005), "Experimental evaluation of aerodynamic damping of square super high-rise buildings", Wind Struct., 8(5), 309-324. 

  22. Simeoni, L. and Mongiovi?, L. (2007), "Inclinometer monitoring of the Castelrotto Landslide in Italy", J. Geotech. Geoenviron. Eng., 133(6), 653-666. 

  23. Su, J.Z., Xia, Y., Zhu, L.D. and Zhu, H.P. and Ni, Y.Q.(2017), "Typhoon and temperature-induced quasi-static responses of a supertall structure", Eng. Struct., 143, 91-100. 

  24. Su, J.Z., Xia, Y. and Chen, L. (2013), "Long-term structural performance monitoring system for the Shanghai Tower", J. Civil. Struct. Health Monit., 3(1), 49-61. 

  25. Wahbeh, A.M., Caffrey, J.P. and Masri, S.F. (2003), "A vision-based approach for the direct measurement of displacements in vibrating systems", Smart Mater Struct., 12(5), 785-794. 

  26. Guo, Z.L. (2011), "Application of structural health monitoring technology based on model shaking table test of a super high-rise building", Master Dissertation (Chinese), Tongji University, Shanghai. 

  27. Xiong, H.B., Cao, J.X. and Zhang, F.L. (2016), "Displacement monitoring method for frame tube structure with strengthened stories", J. Zhejiang University (Engineering Science) (Chinese), 59(9), 1752-1760. 

  28. Xie, Z.N. and Gu, M. (2009), "Across-wind dynamic response of high-rise building under wind action with interference effects from one and two tall buildings", Struct. Des. Tall Spec., 18(1), 37-57. 

  29. Yi, T.H., Li, H.N. and Gu, M. (2013), "Recent research and applications of GPS-based monitoring technology for high-rise structures", Struct. Control Health, 20(5), 649-670. 

  30. Zhang, F.L., Ni, Y.Q., Ni, Y.C. and Wang, Y.W. (2016a), "Operational modal analysis of Canton Tower by a fast frequency domain Bayesian method", Smart Struct. Syst., 17(2), 209-230. 

  31. Zhang, F.L., Ni, Y.C., Au, S.K. and Lam, H.F. (2016b), "Fast Bayesian approach for modal identification using free vibration data, Part I-Most probable value", Mech. Syst. Signal Pr., 70-71, 209-220. 

  32. Zhang, F.L., Ni, Y.C. and Lam, H.F. (2017a), "Bayesian structural model updating using ambient vibration data collected by multiple setups", Struct. Control Health Monit., 24(12), e2023 

  33. Zhang, F.L., Ventura, C.E., Xiong, H.B., et al. (2018), "Evaluation of the dynamic characteristics of a super tall building using data from ambient vibration and shake table tests by a Bayesian approach", Struct. Control Health Monit., 25(4), e2121. 

  34. Zhang, F.L., Xiong, H.B., Shi, W.X. and Ou, X. (2016c), "Structural health monitoring of Shanghai Tower during different stages using a Bayesian approach", Struct. Control Health Monit., 23(11), 1366-1384. 

  35. Zhang, J., Maes, K., Roeck, G.D., et al. (2017b), "Optimal sensor placement for multi-setup modal analysis of structures", J. Sound Vib., 401, 214-232. 

관련 콘텐츠

섹션별 컨텐츠 바로가기

AI-Helper ※ AI-Helper는 오픈소스 모델을 사용합니다.

AI-Helper 아이콘
AI-Helper
안녕하세요, AI-Helper입니다. 좌측 "선택된 텍스트"에서 텍스트를 선택하여 요약, 번역, 용어설명을 실행하세요.
※ AI-Helper는 부적절한 답변을 할 수 있습니다.

선택된 텍스트

맨위로