A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Characteristics of test results of 30 prestressed columns tested at Univ New South Wales; quantities intentionally varied were degree of prestress and eccentricity of loading; specimens were grouped into 5 series with 6 specimens in each; each series represented particular degree of prestress and 6 columns of series provided 6 different eccentricities; method of testing made it possible to determine by extrapolation buckling load for columns with zero eccentricity of loading.
Characteristics of test results of 30 prestressed columns tested at Univ New South Wales; quantities intentionally varied were degree of prestress and eccentricity of loading; specimens were grouped into 5 series with 6 specimens in each; each series represented particular degree of prestress and 6 columns of series provided 6 different eccentricities; method of testing made it possible to determine by extrapolation buckling load for columns with zero eccentricity of loading.
Buckling of prestressed columns
Constr Rev
Hall, A.S. (author)
1963
7 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Buckling mode interaction in prestressed stayed columns
| Online Contents | 2013
Buckling mode interaction in prestressed stayed columns
| British Library Conference Proceedings | 2013
Post-buckling behaviour of prestressed steel stayed columns
| Online Contents | 2008
Post-buckling behaviour of prestressed steel stayed columns
| Online Contents | 2008
Buckling in prestressed stayed beam–columns and intelligent evaluation
| Elsevier | 2022