Behavior Character Analysis of Super Long Suspension Bridge using GNSS |
Park, Je-Sung
(Disaster Scientific Investigation Division, National Disaster Management Research Institute)
Hong, Seunghwan (Stryx, Inc.) Kim, Mi-Kyeong (Agency for Defense Development) Kim, Tai-Hoon (Disaster Scientific Investigation Division, National Disaster Management Research Institute) Sohn, Hong-Gyoo (School of Civil and Environmental Engineering, Yonsei University) |
1 | Ashkenazi, V., A. Dodson, T. Moore, and G. Robert, 1996. Real time OTF GPS monitoring of the Humber Bridge, Surveying World, 4(4): 26-28. |
2 | Ashkenazi, V. and G. Roberts, 1997. Experimental monitoring of the Humber Bridge using GPS, Proc. of 1997 Institution of Civil Engineering-Civil Engineering, vol. 120, no. 4, pp. 177-182. |
3 | Choi, Y. W., Y. W. Jang, T. H. Hong, and G. S. Cho, 2009. Motion Monitoring of Long Span Bridge using GPS, Journal of GIS Association of Korea, 17(3): 301-307. |
4 | Doebling, S. W., C. R. Farra, M. B. Prime, and D. W. Shevita, 1996. Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: a literature review, Los Alamos National Lab., NM, United States. |
5 | Gorska, K. and M. Wyjadlowski, 2012. Analysis of displacement of excavation based on inclinometer measurements, Studia Geotechnica et Mechanica, 34(4): 3-16. DOI |
6 | Jo, B. W., K. W. Yoon, J. H. Park, and H. Kim, 2010. An Experimental Study on Mechanical Properties of Ultra-High Strength Powder Concrete, Journal of the Korea Concrete Institute, 22(3): 287-295. DOI |
7 | Joo, W. S., 2012. A Study on Improvements of Coastal Road in Anmyon-do through Road Landscape Assessment, Master Thesis, University of Seoul, Korea. |
8 | Knecht, A. and L. Manetti, 2001. Using GPS in structural health monitoring, Proc. of Sensory Phenomena and Measurement Instrumentation for Smart Structures and Materials, Newport Beach, USA, Mar. 5-6, pp. 122-129. |
9 | Ko, J. and Y. Ni, 2005. Technology developments in structural health monitoring of large-scale bridges, Engineering Structures, 27(12): 1715-1725. DOI |
10 | Lee, K. W., H. C. Rhim, and T. S. Seo, 2011. Strain Measurement of Steel Roof Truss Using FBG Sensor during Construction of Reverse Shell Shaped Reinforced Concrete Structure, Journal of the Korean Society for Nondestructive Testing, 31(4): 335-342. |
11 | Mun, D. Y., T. K. Beak, T. G. Lee, and S. S. Lee, 2012. Analysis of Geometric Shape and Displacement in Coastal Structure, Journal of the Korean Association of Geographic Information Studies, 15(4): 114-123. DOI |
12 | Ogundipe, O., G. W. Roberts, and C. J. Brown, 2014. GPS monitoring of a steel box girder viaduct, Structure and Infrastructure Engineering, 10(1): 25-40. DOI |
13 | Shengxiang, H. and W. Wentan, 2006. GPS dynamic monitoring experiment and result analysis of long-span cable-stayed bridge, Geo-spatial Information Science, 9(1): 1-5. DOI |
14 | Watson, C., T. Watson, and R. Coleman, 2007. Structural monitoring of cable-stayed bridge: analysis of GPS versus modeled deflections, Journal of Surveying Engineering, 133(1): 23-28. DOI |
15 | Sun, J. Y., C. Z. Yin, and Z. B. Ma, 2014. Object-Oriented Computer-Aided Analysis for Construction Control of Anchored Suspension Bridge, Applied Mechanics and Materials, 543: 3977-3981. DOI |
16 | Wang, H., T. Tao, T. Guo, J. Li, and A. Li, 2014. Full-Scale Measurements and System Identification on Sutong Cable-Stayed Bridge during Typhoon Fung-Wong, The Scientific World Journal, vol. 2014, Article ID 936832. |