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Topics In Concrete
Home > Publications > International Concrete Abstracts Portal
Showing 1-5 of 19 Abstracts search results
Document:
SP53-15
Date:
January 1, 1977
Author(s):
Faisal M. Hassan and Neil M. Hawkins
Publication:
Symposium Papers
Volume:
53
Abstract:
High intensity cyclic loading tests are reported for 13 stub cantilever specimens. Bond conditions for the tensile reinforcement in those specimens were presumed to simulate conditions for beam bars in beam-column connections. A displacement controlled loading device was used.
DOI:
10.14359/17704
SP53-16
A mathematical model is developed for predicting the relationship between the axial force on an anchored reinforcing bar and the displacement of the loaded end of that bar relative to the surrounding concrete. The model has different forms for monotonic and reversed cyclic loading.
10.14359/17705
SP53-17
Lawerence G. Selna and John H. Lawder
The importance of overturning forces and biaxial repsonse is studied for 3D reinforced concrete frame structures subjected to biaxial inputs. A biaxial yield rule is used for the moment-curvature relation.
10.14359/17706
SP53-18
H. Gallegos and R. Rios
This paper analyzes the authors' experience in repairing reinforced concrete buildings damaged by earthquakes. Buildings damaged by a first earthquake were repairedd and subsequently, those repaired buildings underwent the effects of second and third quakes. In some cases, those new seismic actions caused further damage which also had to be repaired.
10.14359/17707
SP53-09
J. P. Laible, R.N. White, and P. Gergely
Shear transfer (across open cracks in reinforced concrete) by the mechanism of interface shear transfer on the rough concrete surfaces is investigated experimentally.
10.14359/17698
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