Fracture analysis of concrete dams by boundary element method

Develops a boundary element method procedure to predict crack extensions in gravity dams under static and earthquake loadings, and in arch dams under static loading. With two case studies: Koyna Dam (India) after a 1967 earthquake, and in Kolnbrein arch dam (Austria)

Bibliographic Details
Main Author: Feng, Lingmin
Format: Others
Published: 1994
Online Access:http://spectrum.library.concordia.ca/3309/1/NN97633.pdf
Feng, Lingmin <http://spectrum.library.concordia.ca/view/creators/Feng=3ALingmin=3A=3A.html> (1994) Fracture analysis of concrete dams by boundary element method. PhD thesis, Concordia University.