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Department of Civil Engineering

Parametric study on the buckling behaviour of singly and doubly curved concrete arch dams

Abstract

dc:description.abstract

This study explores the buckling behaviour of thin walled and curved concrete arch dams investigated as a function of various parameters of interest, the focus being on the influence of dam thickness on the elastic buckling behaviour.

Degree

thesis:*
Grantor dc:publisher.institution
Department of Civil Engineering
Year dc:date.issued
2011

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • Mokhuthu, Batho
Advisor dc:contributor.advisor
  • Zingoni, Alphose

Rights

Language dc:language.iso
eng

Identifiers

dc:identifier.*
Handle dc:identifier.uri
http://hdl.handle.net/11427/11421
OAI identifier oai:identifier
oai:open.uct.ac.za:11427/11421

Chain of custody

source
Harvested from
University of Cape Town
Base URL
open.uct.ac.za/oai/request
Last updated
2026-07-22
Source record
OAI-PMH GetRecord
related terms
citation

Mokhuthu, Batho. Parametric study on the buckling behaviour of singly and doubly curved concrete arch dams. Department of Civil Engineering, 2011. http://hdl.handle.net/11427/11421