參考文獻 |
[1] "Can Tho Bridge," Canthotourism, [Online]. Available: https://canthotourism.vn/vi/caucantho. [Accessed 22 12 2022].
[2] "Thu Thiem 2 bridge," Thien An Construction & Mechanical Company LTD, [Online]. Available: http://tagroup.com.vn/thu-thiem-2-bridge. [Accessed 22 12 2022].
[3] "Danang Dragon Bridge," Vietnam Travel, [Online]. Available: https://vietnamtravel.com/danang-dragon-bridge/. [Accessed 22 12 2022].
[4] "Thuan Phuoc Bridge," Structurae, 24 02 2015. [Online]. Available: https://structurae.net/en/media/233696-thun-phc-bridge. [Accessed 22 12 2022].
[5] Matsumoto M., Shiraishi N., Shirato H., "Rain-wind induced vibration of cables of cable-stayed bridges," Journal of Wind Engineering and Industrial Aerodynamics, vol. 43, pp. 2011-2022, 1992.
[6] Casas J.R., "A Combined Method for Measuring Cable Forces: The Cable-Stayed Alamillo Bridge, Spain," Structural Engineering International, vol. 4, no. 4, pp. 235-240, 1994.
[7] Highsmith, Carol M., "Library of Congress," 10 2012. [Online]. Available: https://www.loc.gov/resource/highsm.18764. [Accessed 20 11 2022].
[8] Greenwood M., "What Caused Taiwan’s Nanfang’ao Bridge to Collapse?," Engineering.com, 03 12 2019. [Online]. Available: https://www.engineering.com/story/what-caused-taiwans-nanfangao-bridge-to-collapse. [Accessed 22 12 2022].
[9] Parmar J., "Morbi tragedy: Why safety SOPs for amusement rides don′t apply to ticketed bridges?," The Times of India, 02 11 2022. [Online]. Available: https://timesofindia.indiatimes.com/city/ahmedabad/morbi-tragedy-why-safety-sops-for-amusement-rides-dont-apply-to-ticketed-bridges/articleshow/95249369.cms. [Accessed 22 12 2022].
[10] Russell J.C. and Lardner T.J., "Experimental determination of frequencies and tension for elastic cables," Journal of Engineering Mechanics, vol. 124, no. 10, pp. 1067-1072, 1998.
[11] Cunha A., Caetano E. and Delgado R., "Dynamic tests on large cable-stayed bridge," Journal of Bridge Engineering, vol. 6, no. 1, pp. 54-62, 2001.
[12] Geier R. , De Roeck G. and Flesch R., "Accurate cable force determination using ambient vibration measurements," Structure and Infrastructure Engineering, vol. 2, no. 1, p. 43 – 52, 2006.
[13] Li H., Zhang F., and Jin Y., "Real‐time identification of time‐varying tension in stay cables by monitoring cable transversal acceleration," Structural Control Health Monitoring, vol. 21, no. 7, pp. 1100-1117, 2013.
[14] Nam H. and Nghia N.T., "Estimation of Cable Tension Using Measured Natural Frequencies," Procedia Engineering, vol. 14, pp. 1510-1517, 2011.
[15] Yamaguchi H., Nagahawatta H.D., "Damping effects of cable cross ties in cable-stayed bridges," Journal of Wind Engineering and Industrial Aerodynamic, Vols. 54-55, pp. 35-43, 1995.
[16] Caracoglia L., Jones N.P., "In-plane dynamic behavior of cable networks. Part 1: formulation and basic solutions," Journal of Sound and Vibration, vol. 279, p. 969–991, 2005.
[17] Caracoglia L., Jones N.P., "In-plane dynamic behavior of cable networks. Part 2: prototype prediction and validation," Journal of Sound and Vibration, vol. 279, p. 993–1014, 2005.
[18] Ahmad J., "Analytical study on the dynamic characteristics of cable networks," in Master thesis, University of Windsor, Canada, 2012.
[19] Ahmad J., Cheng S., Ghrib F., "Effect of the Number of Cross-Tie Lines on the In-Plane Stiffness and Modal Behavior Classification of Orthogonal Cable Networks with Multiple Lines of Transverse Flexible Cross-Ties," Journal of Engineering Mechanics, vol. 142, 2016.
[20] Jing H.Q., He X.H., Zou Y.F., Wang H.F., "In-plane modal frequencies and mode shapes of two stay cables interconnected by uniformly distributed cross-ties," Journal of Sound and Vibration, vol. 417, pp. 38-55, 2018.
[21] Sun L.M., Hong D.X., Chen L., "In-plane free vibrations of shallow cables with cross-ties," Structural Control and Health Monitoring, vol. 26, p. 2421, 2019.
[22] Ahmad J., "In-plane linear dynamic behavior and impact of key system parameters of low-sagged cable network," Journal of Sound and Vibration, vol. 490, p. 115728, 2021.
[23] Ahmad J. and Cheng S., "Analytical study on in-plane free vibration of a cable network with straight alignment rigid cross-ties," Journal of Vibration and Control, vol. 21, no. 7, pp. 1-22, 2013.
[24] Ahmad J., Cheng S., Ghrib F., "An analytical approach to evaluate damping property of orthogonal cable networks," Engineering Structures, vol. 75, pp. 225-236, 2014.
[25] Ahmad J., Cheng S., "Effect of cross-link stiffness on the in-plane free vibration behaviour of a two-cable network," Engineering Structures, vol. 52, pp. 570-580, 2013.
[26] Yamaguchi H., Alauddin M., "Control of cable vibrations using secondary cable with special reference to nonlinearity and interaction," Engineering Structures, vol. 25, pp. 801-816, 2003.
[27] Gian F.G., and Luca C., "Effects of modeling nonlinearity in cross-ties on the dynamics of simplified in-plane cable networks," Structural Control and Health Monitoring, vol. 19, pp. 348-369, 2012.
[28] Giaccu G.F., Caracoglia L., "Generalized power-law stiffness model for nonlinear dynamics of in-plane cable networks," Journal of Sound and Vibration, vol. 332, no. 8, pp. 1961-1981, 2013.
[29] Caracoglia L., Giaccu G.F., Barbiellini B., "Estimating the standard deviation of eigenvalue distributions for the nonlinear free-vibration stochastic dynamics of cable networks," Meccanica, vol. 52, pp. 197-211, 2017.
[30] Ahmad J., Cheng S., Ghrib F., "Combined effect of external damper and cross-tie on the modal response of hybrid two-cable networks," Journal of Sound and Vibration, vol. 417, pp. 132-148, 2018.
[31] Gian F.G., Bernardo B., and Luca C., "Stochastic unilateral free vibration of an in-plane cable network," Journal of Sound and Vibration, vol. 340, p. 95–111, 2015.
[32] Zui H.S., Shinke T., Namita Y.S., "Practical Formulas for Estimation of Cable Tension by Vibration Method," Journal of Structural Engineering, vol. 122, no. 6, pp. 651-65, 1996.
[33] Ren W.X., Chen G., Hu W.H., "Empirical Formulas to Estimate Cable Tension by Cable Fundamental Frequency," Structural Engineering and Mechanics, vol. 20, no. 3, pp. 363-380, 2005.
[34] Fang Z. and Wang J.Q., "Practical Formula for Cable Tension Estimation by Vibration Method," Journal of Bridge Engineering, vol. 17, pp. 161-164, 2012.
[35] Ni Y.Q. , Ko J.M., Zheng G., "Dynamic analysis of large-diameter sagged cables taking into account flexural rigidity," Journal of Sound and Vibration, vol. 257, no. 2, pp. 301-319, 2002.
[36] Younespour A. and Cheng S., "In-plane modal responses of two-cable networks considering cable bending stiffness effect," Engineering Structures, vol. 230, 2021.
[37] Chen W., Zhang Z., Zhen X., Li M., "Effect of bending stiffness on the in-plane free vibration characteristics of a cable network," Journal of Mechanical Science and Technology, vol. 34, no. 11, pp. 4439-4463, 2020.
[38] Zhang L.F., Yang S., Chen F., Xu B., Dan D.H., "Parametric dynamic analysis of a double-hanger system via rigid cross-ties in suspension bridges," Structures, vol. 37, p. 849–857, 2022.
[39] Ahmad J. and Cheng S., "Impact of Key System Parameters on the In-Plane Dynamic Response of a Cable Network," Journal of Structural Engineering, vol. 140, no. 3, p. 04013079, 2014.
[40] Ahmad J. and Cheng S., "Effect of cross-link stiffness on the in-plane free vibration behaviour of a two-cable network," Engineering Structures, vol. 52, pp. 570-580, 2013.
[41] Zhou H.J., Yang X., Sun L. and Xing F., "Free vibrations of a two-cable network with near-support dampers and a cross-link.," Structural Control and Health Monitoring, vol. 22, p. 1173–1192, 2015.
[42] Marcelo A.C. and Carlos A.P., "Determination of the axial force on stay cables accounting for their bending stiffness and rotational end restraints by free vibration tests," Journal of Sound and Vibration, vol. 317, no. 1-2, pp. 127-141, 2008.
[43] Huang Y.H., Fu J.Y., Wang R.H., Gan Q., Liu A.R., "Unified practical formulas for vibration-based method of cable tension estimation," Advances in Structural Engineering, vol. 18, no. 3, p. 405–422, 2015.
[44] Cho S., Lynch J.P., Lee J.J., Yun C.B. , "Development of an Automated Wireless Tension Force Estimation System for Cable-stayed Bridges," Journal of Intelligent Material Systems and Structures, vol. 21, no. 3, p. 361–376, 2010.
[45] Chen C.C., Wu W.H., Huang C.H., Lai G., "Determination of stay cable force based on effective vibration length accurately estimated from multiple measurements," Smart Structures and Systems, vol. 11, no. 4, p. 411–433, 2013.
[46] Wu W., Chen C., Liu C., Lai G., "Determination of stay cable force based on multiple vibration measurements to consider the effects of uncertain boundary constraints," in Proceedings of 5th European Workshop on Structural Health Monitoring, Naples, Italy, 2010.
[47] Chen C.C., Wu W.H., Chen S.Y., Lai G., "A novel tension estimation approach for elastic cables by elimination of complex boundary condition effects employing mode shape functions," Engineering Structures, vol. 166, p. 152–166, 2018.
[48] Wu W.H., Chen C.C., Chen Y.C., Lai G., Huang C.M., "Tension determination for suspenders of arch bridge based on multiple vibration measurements concentrated at one end," Measurement, vol. 123, p. 254–269, 2018.
[49] Kim B.H., Park T., "Estimation of cable tension force using the frequency-based system identification method," Journal of Sound and Vibration, vol. 304, pp. 660-676, 2007.
[50] Yu C.P., Cheng C.C., Chiang C.H. , "Alternative determination of cable forces using flexural theory of axially loaded member," in Proceedings of SPIE - The International Society for Optical Engineering, 2011.
[51] Yu C.P., "Tension prediction of straight cables based on effective vibration length with a two-frequency approach," Engineering Structures, vol. 222, 2020.
[52] Syamsi M.I., Wang C.Y., Nguyen V.S., "Tension force identification for cable of various end-restraints using equivalent effective vibration lengths of mode pairs," Measurement, vol. 197, p. 111319, 2022.
[53] Furukawa A., Yamada S., Kobayashi R., "Tension estimation methods for two cables connected by an intersection clamp using natural frequencies," Journal of Civil Structural Health Monitoring, vol. 12, p. 339–360, 2022.
[54] Furukawa A., Yamada S., Kobayashi R., "Tension Estimation Methods for Nielsen-Lohse Bridges Using Out-of-plane and In-plane Natural Frequencies," International Journal of GEOMATE, vol. 23, no. 97, pp. 1-11, 2022.
[55] "How GlobalSearch and MultiStart Work," 2022. [Online]. Available: https://www.mathworks.com/help/gads/how-globalsearch-and-multistart-work.html. [Accessed 12 11 2022].
[56] Somchai C., Narakorn S., "Free vibrations of three-dimensional extensible marine cables with specified top tension via a variational method," Ocean Engineering, vol. 29, p. 1067–1096, 2002.
[57] Shimada T., "Estimating method of cable tension from natural frequency of high mode," Proceeding of Japan Society of Civil Engineers, vol. 501, no. I-29, pp. 163-171, 1994.
[58] Ricciardi G., Saitta F., "A continuous vibration analysis model for cables with sag and bending stiffness," Engineering Structures, vol. 30, p. 1459–1472, 2008.
[59] Wu Q., Takahashi K., Nakamura S., "Formulae for frequencies and modes of in-plane vibrations of small-sag inclined cables," Journal of Sound and Vibration, vol. 279, p. 1155–1169, 2005.
[60] Niels J.G. and Chirstos T.G, Cable Supported Bridges: Concept and Design, Third Edition, Chichester, UK: John Wiley and Sons, 2012.
[61] Hampel F.R., "The influence curve and its role in robust estimation," Journal of the American Statistical Association, vol. 69, no. 346, p. 383–393, 1974.
[62] Huber P.J., Robust statistics, New York: John Wiley., 1981.
[63] Leys C., Ley C., Klein O., Bernard P., and Licata L., "Detecting outliers: Do not use standard deviation around the mean, use absolute deviation around the median," Journal of Experimental Social Psychology, vol. 49, no. 4, pp. 764 - 766, 2013.
[64] Marshall K., "Liwu Bridge across Yilan River in Yilan City," Wikimedia, 28 06 2018. [Online]. Available: https://en.m.wikipedia.org/wiki/File:Liwu_Bridge_across_Yilan_River_in_Yilan_City.jpg. [Accessed 22 12 2022].
|