Feng, Lingmin (1994) Fracture analysis of concrete dams by boundary element method. PhD thesis, Concordia University.
Preview |
Text (application/pdf)
5MBNN97633.pdf |
Abstract
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)
| Divisions: | Concordia University > Gina Cody School of Engineering and Computer Science > Building, Civil and Environmental Engineering |
|---|---|
| Item Type: | Thesis (PhD) |
| Authors: | Feng, Lingmin |
| Pagination: | xvi, 174 leaves : ill. ; 29 cm. |
| Institution: | Concordia University |
| Degree Name: | Ph. D. |
| Program: | Building, Civil and Environmental Engineering |
| Date: | 1994 |
| Identification Number: | TC 542.5 F45 1994 |
| ID Code: | 3309 |
| Deposited By: | Concordia University Library |
| Deposited On: | 27 Aug 2009 19:26 |
| Last Modified: | 13 Jul 2020 19:54 |
| Related URLs: |
All items in Spectrum are protected by copyright, with all rights reserved. The use of items is governed by Spectrum's terms of access.
Repository Staff Only: item control page
Download Statistics
Download Statistics