Abstract
Firstly, this paper presents a review of the main steps for simulating floating bridge behaviour. Both time-domain and frequency-domain approaches are presented. An exemplified model setup and simulation results from the selected case study are presented. Secondly, data obtained from extensive structural and environmental monitoring of the studied bridge are presented. Data analyses attempting to visualize the correlations between excitation sources and response quantities are discussed. Finally, an operational modal analysis is carried out, to attempt to identify the modal parameters from response measurements only.
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References
Borgman LE (1967) Ocean wave simulation for engineering design. DTIC document
Clough D, Sigbjornsson R, Remseth SN (1977) Response of a submerged, buoyant tubular bridge subjected to irregular sea waves. SINTEF Rep., 71 p a77028
Faltinsen O (1993) Sea loads on ships and offshore structures, vol 1. Cambridge University Press, Cambridge/New York
Fu S, Moan T, Chen X, Cui W (2007) Hydroelastic analysis of flexible floating interconnected structures. Ocean Eng 34(11–12):1516–1531. https://doi.org/10.1016/j.oceaneng.2007.01.003
Gao RP, Tay ZY, Wang CM, Koh CG (2011) Hydroelastic response of very large floating structure with a flexible line connection. Ocean Eng 38(17):1957–1966. https://doi.org/10.1016/j.oceaneng.2011.09.021
Gao RP, Wang CM, Koh CG (2013) Reducing hydroelastic response of pontoon-type very large floating structures using flexible connector and gill cells. Eng Struct 52:372–383. https://doi.org/10.1016/j.engstruct.2013.03.002
Hartz BJ (1981) Dynamic response of the Hood Canal Floating Bridge. In: Proceedings of second ASCE/EMD specialty conference on Dynamic Response of Structures, Atlanta
Hartz BJ, Georgiadis C. A finite element program for dynamic response of continuous floating structures in short-crested waves. (1982). Sci. Press. Retrieved from http://www.scopus.com/inward/record.url?eid=2-s2.0-0019936983&partnerID=tZOtx3y1
Hartz BJ, Mukherji B (1977) Dynamic response of a floating bridge to wave forces. In: Proceedings of international conference on Bridging Rion-Antirion. Patras
Hauser D, Kahma K, Krogstad HE (2005) Measuring and analysing the directional spectra of ocean waves. Publications Office of the European Union, Luxembourg
Holand I, Langen I (1972) Salhus floating bridge: theory and hydrodynamic coefficients SINTEF Rep. Progress report
Holand I, Langen I (1981) Dynamic analysis of floating bridges. In: Aune P, Holand I (eds) Norwegian bridge building. Tapir Publishers, Trondheim
Isaacson M, Nwogu OU (1987) Wave loads and motions of long structures in directional seas. J Offshore Mech Arctic Eng 109(2):126–132
Kumamoto N, Maruyama T (1999) Elastic response analysis method for floating bridges in waves Surge (vol 5)
Kvåle KA, Øiseth O (2017) Structural monitoring of an end-supported pontoon bridge. Mar Struct 52:188–207. https://doi.org/10.1016/j.marstruc.2016.12.004
Kvåle KA, Øiseth O, Rønnquist A, Sigbjörnsson R (2015) Modal analysis of a floating bridge without side-mooring. In dynamics of civil structures, vol 2. Springer, pp 127–136 https://doi.org/10.1007/978-3-319-15248-6_14
Kvåle KA, Sigbjörnsson R, Øiseth O (2016) Modelling the stochastic dynamic behaviour of a pontoon bridge: a case study. Comput Struct 165:123–135. https://doi.org/10.1016/j.compstruc.2015.12.009
Kvåle KA, Øiseth O, Rönnquist A (2017a) Operational modal analysis of an end-supported pontoon bridge. Eng Struct 148:410–423, https://dx.doi.org/10.1016/j.engstruct.2017.06.069
Kvåle KA, Øiseth O, Rönnquist A (2017b) Covariance-driven stochastic subspace identification of an End-supported pontoon bridge under varying environmental conditions. In: IMAC-XXXV, Anaheim
Langen I, Sigbjörnsson R (1980) On stochastic dynamics of floating bridges. Eng Struct 2(4):209–216. https://doi.org/http://dx.doi.org/10.1016/0141-0296(80)90002-4
Leira BJ, Langen I (1985) Probabilistic aspects of floating bridge design. In: Proceedings of ICOSSAR, Kobe
Morris E, Szabo V, Yang G, Isaacson M (2004) Frequency domain dynamic analysis of a floating bridge. Coast Struct 2003:1334–1346. https://doi.org/doi:10.1061/40733(147)110
Naess A, Moan T (2012) Stochastic dynamics of marine structures. Cambridge University Press, New York
Øiseth O, Rönnquist A, Sigbjörnsson R (2012) Finite element formulation of the self-excited forces for time-domain assessment of wind-induced dynamic response and flutter stability limit of cable-supported bridges. Finite Elem Anal Des 50:173–183. https://doi.org/10.1016/j.finel.2011.09.008
Remseth S, Leira BJ, Okstad KM, Mathisen KM, Haukås T (1999) Dynamic response and fluid/structure interaction of submerged floating tunnels. Comput Struct 72(4):659–685. https://doi.org/10.1016/S0045-7949(98)00329-0
Sannasiraj SA, Sundar V, Sundaravadivelu R (1995) The hydrodynamic behaviour of long floating structures in directional seas. Appl Ocean Res 17(4):233–243. https://doi.org/10.1016/0141-1187(95)00011-9
Sannasiraj SA, Sundaravadivelu R, Sundar V (2001) Diffraction–radiation of multiple floating structures in directional waves. Ocean Eng 28(2):201–234. https://doi.org/http://dx.doi.org/10.1016/S0029-8018(99)00066-9
Seif MS, Inoue Y (1998) Dynamic analysis of floating bridges. Mar Struct 11(1–2):29–46. https://doi.org/http://dx.doi.org/10.1016/S0951-8339(97)00012-9
Sigbjörnsson R (1979) Stochastic theory of wave loading processes. Eng Struct 1(2):58–64. https://doi.org/http://dx.doi.org/10.1016/0141-0296(79)90014-2
Taghipour R, Perez T, Moan T (2008a) Hybrid frequency–time domain models for dynamic response analysis of marine structures. Ocean Eng 35(7):685–705. https://doi.org/10.1016/j.oceaneng.2007.11.002
Taghipour R, Perez T, Moan T (2008b) Time-Domain hydroelastic analysis of a flexible marine structure using state-space models. J Offshore Mech Arctic Eng 131(1):11603. Retrieved from http://dx.doi.org/10.1115/1.2979800
Wang CM, Wang BT (2014) Large floating structures: technological advances, vol 3. Springer
Watanabe E, Utsunomiya T (2003) Analysis and design of floating bridges. Prog Struct Eng Mater 5(3):127–144. https://doi.org/10.1002/pse.151
Watanabe E, Maruyama T, Tanaka H, Takeda S (2000) Design and construction of a floating swing bridge in Osaka. Mar Struct 13(4–5):437–458. https://doi.org/10.1016/S0951-8339(00)00016-2
Acknowledgements
The research is funded by the Norwegian Public Roads Administration. The authors gratefully acknowledge this. We would also like to thank our dear colleague, the late Prof. Ragnar Sigbjörnsson, for his commitment and inspiration in common scientific endeavours.
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Kvåle, K.A., Øiseth, O., Rönnquist, A., Remseth, S. (2018). Simulation and Monitoring of Floating Bridge Behaviour. In: Rupakhety, R., Ólafsson, S. (eds) Earthquake Engineering and Structural Dynamics in Memory of Ragnar Sigbjörnsson. ICESD 2017. Geotechnical, Geological and Earthquake Engineering, vol 44. Springer, Cham. https://doi.org/10.1007/978-3-319-62099-2_14
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