Imperial College London

DrStavroulaKontoe

Faculty of EngineeringDepartment of Civil and Environmental Engineering

Visiting Reader
 
 
 
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Contact

 

+44 (0)20 7594 5996stavroula.kontoe Website

 
 
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Location

 

535Skempton BuildingSouth Kensington Campus

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Summary

 

Publications

Citation

BibTex format

@inproceedings{Pelecanos:2019,
author = {Pelecanos, L and Kontoe, S and Zdravkovic, L},
title = {Seismic response of earth dams in narrow canyons},
year = {2019}
}

RIS format (EndNote, RefMan)

TY  - CPAPER
AB - It is nowadays well appreciated that dams built in narrow canyons exhibit a stiffer re-sponse than those in wide canyons, due to the confined geometry of the canyon banks. The numerical modelling of dams in wide canyons is usually considered as computational-ly less expensive than those in narrow canyons. This is because the former can be ideal-ised by a two-dimensional plane-strain model, while the latter requires a full three-dimensional analysis to appropriately consider the stiffening effect of the narrow canyon geometry. This paper presents a computationally-efficient way to consider the stiffening effect of a narrow canyon in a two-dimensional analysis by using an appropriately in-creased material stiffness.
AU - Pelecanos,L
AU - Kontoe,S
AU - Zdravkovic,L
PY - 2019///
TI - Seismic response of earth dams in narrow canyons
ER -