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NTIS 바로가기Structural 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)
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...
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.
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.
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.
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.
ETABS software, Computers &Structures, INC, https://www.csiamerica.com/products/etabs
Feng, D., Feng, M.Q. and Ozer, E. (2015), "A vision-based sensor for noncontact structural displacement measurement", Sensors, 15(7), 16557-16575.
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.
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
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.
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.
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.
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).
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.
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.
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.
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.
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.
Pastor, M., Binda, M. and HarCarik, T. (2012), "Modal assurance criterion", Procedia Eng., 48(1), 543-548.
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.
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.
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.
Simeoni, L. and Mongiovi?, L. (2007), "Inclinometer monitoring of the Castelrotto Landslide in Italy", J. Geotech. Geoenviron. Eng., 133(6), 653-666.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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
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.
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.
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.
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