Dynamics of Civil Structures, Volume 2

3 Analysis of Variation Rate of Displacement to Temperature of Service Stage. . . 25 3. Bae, I.H., Choi, B.K., Na, W.C.: Analysis of long-term behaviors and emergency measures of long span cable-supported bridge using the structural health monitoring system. In: Proceedings of Korean Society of Civil Engineers Convention, pp. 876–879 (2013) 4. Naoaki, S.: Long term monitoring in Akashi Kaikyo Bridge. Bridg. Found. (in Japanese). 37(6), 21–25 (2003) 5. Ni, Y.Q., Hua, X.G., Wong, K.Y., Ko, J.M.: Assessment of bridge expansion joints using long-term displacement and temperature measurement. J. Perform. Constr. Facil. 21(2), 143–151 (2007) 6. Xu, Y.L., Chen, B., Ng, C.L., Wong, K.Y., Chan, W.Y.: Monitoring temperature effect on a long suspension bridge. Struct. Control. Health Monit. 17(6), 632–653 (2010) 7. Zhou, Y., Sun, L.: Temperature effects on performance of long-span cable-stayed bridges. In: The 6th World Conference on Structural Control and Monitoring, Barcelona, Spain, pp. 432–444 (2014) 8. Park, J.C.: Evaluation of thermal movements of a cable-stayed bridge using temperatures and displacements data. J. Kor. Soc. Civil Eng. 35(4), 779–789 (2015)

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