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"Seismic design of port structures.† Journal of Japan Association for Earthquake Engineering, 4(3), (Special Issue).
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"Effects of vertical seismic motion on performance of caisson type quay walls.† Proc., 12th World Conference on Earthquake Engineering (12 WCEE), Auckland, New Zealand. "Analyzing vibration with acoustic-structural coupling.† CADFEM GmbH, Munich, Germany. "State-of-practice for the nonlinear analysis of concrete dams at the Bureau of Reclamation.† Bureau of Reclamation, Denver, Colorado. Mills-Bria, B., Nuss, L., O'Connell, D., Harris, D. "Optimum design criteria for quay walls based on dynamic analysis by considering water-structure interaction.† Proc., PIANC Smart Rivers 2013, Maastricht and Liege, The Netherlands and Belgium, Paper 147. Massah Fard, M., Pourzeynali, S., Lashteh Neshaei, S.A. "Stability analysis of concrete seawalls against earthquake forces.† Proc., 10th International Conference on Coasts, Ports and Marine Structures (ICOPMAS 2012), Tehran, Iran, 444-456. Massah Fard, M., and Lashteh Neshaei, S.A. "Finite dynamic model for infinite media.† Proc., ASCE, J. "Computer simulation on dynamic soil-structure interaction system.† Proc., 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada. Soil Mechs and Foundations Div., 99 (SM5), 421-427. "Finite element method accuracy for wave propagation problems.† Proc., ASCE, J. Geotechnical earthquake engineering, Prentice-Hall, Englewood Cliffs, NJ. "Seismic design guidelines for port structures.† International Navigation Association, Balkema, Tokyo, Japan.
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International Navigation Association (PIANC).(2001). "Performance of caisson type quay-walls at Kobe port.† Special Issue of soils and Foundations, 119-136.
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Inagaki, H., Iai, S., Sugano, T., Yamazaki, H., Inatomi, T. "Dynamic Analysis of Dam-Reservoir Interaction in time Domain.† World Applied Sciences Journal, 15 (10), 1403-1408. "Numerical modeling of the seismic behavior of gravity-type quay walls.† Intech, Engineering Seismology, Geotechnical and Structural Earthquake Engineering, Chapter 11. "A review of hydrodynamic load analysis for submerged structures excited by earthquake.† Journal Eng Struct, 3, 131-139.Įbrahimian, B. "The use of real earthquake accelerograms as input to dynamic analysis.† Journal of Earthquake Engineering, 8, (Special Issue1), 43-91.Įatok, TR. "Dynamic soil structure interaction study.† Jordan Journal of Civil Engineering, 6(2), 161-173.īommer, J.J., and Acevedo, A.B. "Effects of seawater-structure-soil interaction on seismic performance of caisson-type quay wall.† Computers and Structures, 89(23-24), 2439-2459.īerrabah, A.T., Armouti, N., Belharizi, M., Bekkouche, A. Geomech., 14(1), 20-33.Īrablouei, A., Gharabaghi, A.R.M., Ghalandarzadeh, A., Abedi, K., Ishibashi, I. "Dynamic Soil-Structure Interaction of a Gravity Quay Wall and the Effect of Densification in Liquefiable Sites.† Int. Moreover, it is found that nonlinear characteristics of soil, when the soil-water-structure interaction is taken into account, has more catastrophic effect on the performance of these walls in comparison with that of the linear one.Ību Taiyab, M., Alam, M., and Abedin, M. From the numerical results, it is found that considering the vertical component of the ground motion besides the horizontal one in a linear analysis has a reduction effect on the quay wall seismic responses in comparison with that of the horizontal component alone. For this purpose, plane strain analysis of the wall is performed for both horizontal and vertical components of earthquake records and the maximum displacements and stresses at critical points of the quay wall are obtained for different values of the wall slenderness ratio. In the present study, nonlinear dynamic behavior of the quay walls is studied under the action of earthquake excitations by taking into account the soil-water-structure interaction. A quay wall is a gravity wall structure having the dual functions of providing shore protection against light to moderate wave attack and a berthing face for ships.