2019
DOI: 10.1016/j.oceaneng.2019.106336
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A finite element solution of earthquake-induced hydrodynamic forces and wave forces on multiple circular cylinders

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Cited by 25 publications
(13 citation statements)
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“…Wang et al (2019h) proposed simplified formulas for the added mass of the round-ended and rectangular cylinders to estimate the hydrodynamic pressure on uniform vertical cylinder. Wang et al (2019i) investigated the interaction of water with multiple circular cylinders under the earthquake and incident linear waves using the finite element models and proposed the simplified formulas of the added mass coefficients of pile group. Moreover, Deng et al (2019) study the individual and combination influences of pounding and fluidstructure interaction on a typical deep-water bridge with hollow piers.…”
Section: Seismic Effectsmentioning
confidence: 99%
“…Wang et al (2019h) proposed simplified formulas for the added mass of the round-ended and rectangular cylinders to estimate the hydrodynamic pressure on uniform vertical cylinder. Wang et al (2019i) investigated the interaction of water with multiple circular cylinders under the earthquake and incident linear waves using the finite element models and proposed the simplified formulas of the added mass coefficients of pile group. Moreover, Deng et al (2019) study the individual and combination influences of pounding and fluidstructure interaction on a typical deep-water bridge with hollow piers.…”
Section: Seismic Effectsmentioning
confidence: 99%
“…e fluid damping effects on structural response include the viscous damping due to the fluid viscosity and the radiation damping due to the water compressible and free surface waves. Neglecting the fluid viscosity, many studies were performed to study the earthquake-induced hydrodynamic pressures on cylinders [3,11,15,17,21,24,26,29]. e study conducted by Liaw and Chopra [3] indicated that water compressibility and free surface waves can be neglected in solving the earthquakeinduced hydrodynamic pressure on circular cylinders.…”
Section: Pile-water Interactionmentioning
confidence: 99%
“…where z � (z/h), l � (2r 0 /h), h is the water depth, r 0 is the radius of the pile, ρ w is the water density, and z is the distance above seabed. Recently, Wang et al [29] proposed an accurate and efficient finite element model to calculate the earthquakeinduced hydrodynamic forces on multiple circular cylinders.…”
Section: Pile-water Interactionmentioning
confidence: 99%
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“…HiQuakes could be caused by geothermal operations, reservoir impoundment (water behind dams), wastewater injections, and oil and gas operations such as hydraulic fracturing [54,55]. Due to large volumes of fluid injected into underground formations for storage or disposal, some fluid may move into faults causing pressures and releasing stored energy.…”
Section: Human-induced Earthquakesmentioning
confidence: 99%