Hydrodynamic pressures on arch dam faces with irregular reservoir geometry
暂无分享,去创建一个
W. Guo | Zhiqiang Hu | Yi Wang
[1] H. Westergaard. Water Pressures on Dams During Earthquakes , 1933 .
[2] A. Chopra. Hydrodynamic Pressures on Dams During Earthquakes , 1967 .
[3] A. Chwang. Hydrodynamic pressures on sloping dams during earthquakes. Part 2. Exact theory , 1978 .
[4] Anil K. Chopra,et al. Earthquake analysis of arch dams including dam–water interaction, reservoir boundary absorption and foundation flexibility , 1986 .
[5] Shailendra K. Sharan. Time‐domain analysis of infinite fluid vibration , 1987 .
[6] Orlando Maeso,et al. Earthquake Analysis of Arch Dams. II: Dam-Water-Foundation Interaction , 1993 .
[7] Chongmin Song,et al. The scaled boundary finite-element method—alias consistent infinitesimal finite-element cell method—for elastodynamics , 1997 .
[8] J. Wolf,et al. The scaled boundary finite-element method – a primer: derivations , 2000 .
[9] John P. Wolf,et al. The scaled boundary finite-element method – a primer: solution procedures , 2000 .
[10] Patrick Paultre,et al. A closed-form formulation for earthquake-induced hydrodynamic pressure on gravity dams , 2003 .
[11] Chongmin Song,et al. Transient analysis of wave propagation in non‐homogeneous elastic unbounded domains by using the scaled boundary finite‐element method , 2006 .
[12] Yin Lu Young,et al. The effects of reservoir geometry on the seismic response of gravity dams , 2007 .
[13] S. Bhattacharyya,et al. Hydrodynamic pressure on a vertical gate considering fluid-structure interaction , 2008 .
[14] J. Avilés,et al. Effects of surface waves on hydrodynamic pressures on rigid dams with arbitrary upstream face , 2009 .
[15] Damodar Maity,et al. A novel procedure for determination of hydrodynamic pressure along upstream face of dams due to earthquakes , 2010 .
[16] Najib Bouaanani,et al. A new formulation and error analysis for vibrating dam–reservoir systems with upstream transmitting boundary conditions , 2010 .
[17] Gao Lin,et al. An efficient approach for frequency‐domain and time‐domain hydrodynamic analysis of dam–reservoir systems , 2012 .
[18] Lidija Zdravković,et al. Numerical modelling of hydrodynamic pressures on dams , 2013 .
[19] H. Cifuentes,et al. Influence of reservoir geometry and conditions on the seismic response of arch dams , 2014 .
[20] Najib Bouaanani,et al. Effects of fluid–structure interaction modeling assumptions on seismic floor acceleration demands within gravity dams , 2014 .
[21] Gao Lin,et al. Novel Nonreflecting Boundary Condition for an Infinite Reservoir Based on the Scaled Boundary Finite-Element Method , 2015 .
[22] Sundararajan Natarajan,et al. Crack propagation modelling in concrete using the scaled boundary finite element method with hybrid polygon–quadtree meshes , 2016, International Journal of Fracture.
[23] Lin Wang,et al. Fluid structure interaction modelling of horizontal-axis wind turbine blades based on CFD and FEA , 2016 .
[24] Qi Zhang,et al. Liquid sloshing in partly-filled laterally-excited cylindrical tanks equipped with multi baffles , 2016 .
[25] Vicente Negro,et al. Influence of temperature and salinity on hydrodynamic forces , 2016 .
[26] He Xu,et al. Study on the effects of hydrodynamic pressure on the dynamic stresses in slabs of high CFRD based on the scaled boundary finite-element method , 2016 .
[27] Hauke Gravenkamp,et al. Efficient wave propagation simulation on quadtree meshes using SBFEM with reduced modal basis , 2017 .
[28] Chongmin Song,et al. Analysis of transient wave scattering and its applications to site response analysis using the scaled boundary finite-element method , 2017 .
[29] He Xu,et al. Error study of Westergaard's approximation in seismic analysis of high concrete-faced rockfill dams based on SBFEM , 2017 .
[30] C. Jiang,et al. Probabilistic crack trajectory analysis by a dimension reduction method , 2017 .