Effect of Prestressing on Shear Strengths of Cylindrical and Planar Walls with Low Aspect Ratio
Effect of Prestressing on Shear Strengths of Cylindrical and Planar Walls with Low Aspect Ratio
About this item
Full title
Author / Creator
Publisher
Farmington Hills: American Concrete Institute
Journal title
Language
English
Formats
Publication information
Publisher
Farmington Hills: American Concrete Institute
Subjects
More information
Scope and Contents
Contents
To investigate the effect of prestressing on the shear strength of nuclear power plant containment structures, five reinforced or post-tensioned semi-cylindrical concrete walls and two planar walls were tested under cyclic lateral loading. The major test parameters were the presence of unbonded post-tensioning, the magnitude of horizontal prestress...
Alternative Titles
Full title
Effect of Prestressing on Shear Strengths of Cylindrical and Planar Walls with Low Aspect Ratio
Authors, Artists and Contributors
Author / Creator
Identifiers
Primary Identifiers
Record Identifier
TN_cdi_proquest_journals_2918786836
Permalink
https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_journals_2918786836
Other Identifiers
ISSN
0889-3241
E-ISSN
0889-3241,1944-7361
DOI
10.14359/51739182
