In this section
@article{Pelecanos:2013:10.1016/j.compgeo.2013.04.003,
author = {Pelecanos, L and Kontoe, S and Zdravkovic, L},
doi = {10.1016/j.compgeo.2013.04.003},
journal = {Computers and Geotechnics},
pages = {68--82},
title = {Numerical modelling of hydrodynamic pressures on dams},
url = {http://dx.doi.org/10.1016/j.compgeo.2013.04.003},
volume = {53},
year = {2013}
}
TY - JOUR
AB - This paper discusses several considerations related to appropriate numerical modelling of the reservoirhydrodynamic pressures on dams. The reservoir is modelled with 8-noded isoparametric displacementbased solid finite elements. The study includes both stiff and flexible dams with vertical and slopedupstream faces under ramp, harmonic and random acceleration loads. The numerical results were comparedand found to be in good agreement with available closed-form solutions. The same approach maybe used in analyses of other waterfront structures such as quay walls.
AU - Pelecanos,L
AU - Kontoe,S
AU - Zdravkovic,L
DO - 10.1016/j.compgeo.2013.04.003
EP - 82
PY - 2013///
SP - 68
TI - Numerical modelling of hydrodynamic pressures on dams
T2 - Computers and Geotechnics
UR - http://dx.doi.org/10.1016/j.compgeo.2013.04.003
UR - http://www.sciencedirect.com/science/article/pii/S0266352X1300058X
UR - http://hdl.handle.net/10044/1/18128
VL - 53
ER -