An analysis of time-dependent behavior of a pin-ended reinforced concrete beam-column
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A method based upon the secant modular ratio and transformed sections is used to analyze the thrust-moment-curvature characteristics of reinforced concrete sections. A successive approximation method based upon the thrust-moment-curvature characteristics of such sections is used to investigate the behavior of long reinforced concrete beam-columns with pinned ends. A creep prediction law is formulated on the basis of standard creep experimental data. The time-dependent behavior of long reinforced concrete beam-columns subjected to sustained loading is analyzed using the concept of time dependent flexural stress-strain relationships. A procedure forobtaining the reserve factor for creep design is also described.
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This work is available on request. You can request a copy at https://library.carleton.ca/forms/request-pdf-copy-thesis
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Copyright © 1967 the author(s). Theses may be used for non-commercial research, educational, or related academic purposes only. Such uses include personal study, research, scholarship, and teaching. Theses may only be shared by linking to Carleton University Institutional Repository and no part may be used without proper attribution to the author. No part may be used for commercial purposes directly or indirectly via a for-profit platform; no adaptation or derivative works are permitted without consent from the copyright owner.
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- 1967
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