Shear Strength Degradation Model for Performance-Based Design of Interior Beam-Column Joints
Shear Strength Degradation Model for Performance-Based Design of Interior Beam-Column Joints
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Author / Creator
Publisher
Farmington Hills: American Concrete Institute
Journal title
Language
English
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Publication information
Publisher
Farmington Hills: American Concrete Institute
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Scope and Contents
Contents
Under cyclic loading, the shear strength of reinforced concrete (RC) beam-column joints is decreased by diagonal cracking and beam bar-slip, as the inelastic deformation increases. In the present study, a joint shear strength model was developed for the performance-based design of interior beam-column joints. As the primary design parameter, the ba...
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Full title
Shear Strength Degradation Model for Performance-Based Design of Interior Beam-Column Joints
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Author / Creator
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Primary Identifiers
Record Identifier
TN_cdi_proquest_journals_1940441922
Permalink
https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_journals_1940441922
Other Identifiers
ISSN
0889-3241
E-ISSN
1944-7361
DOI
10.14359/51700780
