1997
DOI: 10.2208/prooe.13.219
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Study on the Elastic Response Analysis for Floating Bridges against Waves

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Cited by 6 publications
(8 citation statements)
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“…Wu and Shih, [3] mempelajari getaran elastis dari floating bridge dengan beban bergerak (moving load), ponton dianggap sebagai balok ramping yang diletakkan pada pondasi elastis. Analisis respon hidroelastis dari jembatan ponton dalam kondisi gelombang dengan domain frekuensi, telah dilakukan oleh Ueda [4][5][6], Oka [7] dan Ikegami [8]. Ikegami telah memverifikasi solusi numerik dengan uji model elastis skala besar.…”
Section: Materials Dan Metodologiunclassified
“…Wu and Shih, [3] mempelajari getaran elastis dari floating bridge dengan beban bergerak (moving load), ponton dianggap sebagai balok ramping yang diletakkan pada pondasi elastis. Analisis respon hidroelastis dari jembatan ponton dalam kondisi gelombang dengan domain frekuensi, telah dilakukan oleh Ueda [4][5][6], Oka [7] dan Ikegami [8]. Ikegami telah memverifikasi solusi numerik dengan uji model elastis skala besar.…”
Section: Materials Dan Metodologiunclassified
“…To simulate the characteristics of the rigid-or hinge-connected floating bridge, the stiffness and mass matrices of two-node beam element with different nodal DOF's are derived. As for the hydroelastic response analysis of floating bridges in waves in the frequency domain, Ueda [2][3][4], Oka [5] and Ikegami [6] verified their numerical solutions by a large-scale elastic model test. Their structure has been modeled by finite element method and the fluid effect has been determined by boundary element method within the framework of the linear theory.…”
Section: Introductionmentioning
confidence: 99%
“…Meanwhile, they investigated the effects of wave parameters such as height, period and direction on the behavior of the bridge. Ueda et al [3][4][5] reported the hydroelastic response of floating bridge in frequency domain, in which all of the structures have been discretized by 3D finite element method (FEM), and the fluid effect was determined by the solution to the 3D water wave problem using boundary element method (BEM), and combined the free surface, water depth, hull vibrations (the motions of the floating units) and the interaction among the floating units within the framework of linear theory.…”
Section: Introductionmentioning
confidence: 99%