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The Global ETD Search service is a free service for researchers
to find electronic theses and dissertations. This service is
provided by the
Networked Digital Library of Theses and Dissertations.
Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
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Showing 1 to 10 of 36 (0.104 seconds)Spelling suggestions: "subject:"reinforced concrete ingesting"" "subject:"reinforced concrete andtesting""
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Early-age behavior of CRCP and its implications for long-term performanceNam, Jeong-Hee 28 August 2008 (has links)
Not available / text
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STRUCTURAL INTERACTION OF CIRCULAR REINFORCED FLAT SLABSNightingale, Richard Irvine, 1930- January 1970 (has links)
No description available.
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Direct models in combined stress investigation.Syamal, Pradip Kumar. January 1969 (has links)
No description available.
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Investigation of bond of deformed bars in plain and steel-fiber-reinforced concrete under reversed cyclic loadingPanda, A. K. January 1980 (has links)
The influence of reversed low cyclic loading on the bond behaviour of deformed bars in plain as well as steel-fiber-reinforced concrete has been studied experimentally and is discussed in this thesis.
In total, ten specimens consisting of two plain concrete and eight steel-fiber reinforced specimens were tested to failure. The variables were the mix proportions, the size and shape of the steel fibers and the pattern of loading. The results indicate that the most important factor affecting bond or stress transfer is the peak stress reached in the previous cycle. It was observed that steel-fiber-reinforced concrete exhibits higher bond strength, improved stiffness and less bond-deterioration under reversed cyclic loading than plain concrete. It was also found that steel fibers make a definite contribution
to crack control and better serviceability. / Applied Science, Faculty of / Civil Engineering, Department of / Graduate
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| 5 |
Direct models in combined stress investigation.Syamal, Pradip Kumar. January 1969 (has links)
No description available.
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| 6 |
Combined bending, torsion and shear of reinforced concrete beams.Grimes, Melvin J. January 1973 (has links)
No description available.
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| 7 |
Ultimate strength design of R/C columns by numerical integration methodYeung, David Ho-Fung, 1946- January 1975 (has links)
No description available.
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| 8 |
Combined bending, torsion and shear of reinforced concrete beams.Grimes, Melvin J. January 1973 (has links)
No description available.
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| 9 |
Structural dynamic properties from ambient vibrationsTopf, Ulf Andreas January 1970 (has links)
Ambient vibrations of a reinforced concrete tower structure were recordedand analyzed to obtain the natural frequencies, the associated mode shapes and an estimate of the equivalent viscous damping.
The structure investigated consists of four concrete wall panels,rigidly connected at various levels and contains a light precast concrete stairwell. It is similar to typical components of larger structures,such as stairwells and elevator shafts or cores. The given information should be useful in offering details of the dynamic behaviour of this type of structural elements.
The experimental results are compared with the theoretical results obtained from two- and three-dimensional dynamic analyses using matrix methods applied to linear elastic systems with lumped masses. An efficient computer program to find the eigenvalues and eigenvectors for this type of mathematical model is described. / Applied Science, Faculty of / Civil Engineering, Department of / Graduate
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| 10 |
Analytical and experimental studies on reinforced concrete closed framesPryor, Charles Wingfield January 1967 (has links)
Master of Science
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