- About
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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.
Search results
Showing 271 to 280 of 1485 (0.011 seconds)| 271 |
A transfer function approach to short term stochastic models for soil tension in a sandy soilLai, P.-W. January 1979 (has links)
No description available.
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| 272 |
An experimental and analytical investigation of the non-linear behaviour of box-beamsGreenland, R. A. January 1976 (has links)
No description available.
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| 273 |
Flexural torsional behaviour of thin-walled open section beamsHilmi, Hikmat R. January 1971 (has links)
No description available.
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| 274 |
The calculation of passive earth pressureHettiaratchi, D. R. P. January 1968 (has links)
No description available.
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| 275 |
Stress and displacements in the tunnel linings and surrounding rock mass associated with the construction of two shallow depth underwater road tunnelsAllenby, D. January 1971 (has links)
No description available.
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| 276 |
On the design of thin-walled structures : with particular reference to shear web designRothwell, A. January 1979 (has links)
No description available.
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| 277 |
Behaviour of conventionally reinforced concrete beams with steel fibresAl-Taan, S. A. January 1978 (has links)
No description available.
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| 278 |
Behaviour of ferrocement columns under static and cyclic loadingWang, Jianqi January 2014 (has links)
This thesis presents the results of an experimental, numerical and analytical study to develop a design method for ferrocement columns and reinforced concrete columns strengthened using ferrocement jackets. Two groups tests were conducted, comprising five static loading tests and three cyclic load tests. The static tests had one reinforced concrete column, two ferrocement columns and two strengthened reinforced concrete columns. The cyclic loading tests were conducted on one reinforced concrete column and two ferrocement columns. For both sets of tests, the loading applications included two steps, first axial load and then lateral load. The experimental data were used for validation of the finite element models that were developed using the ABAQUS software package. The validated models were used as part of a comprehensive parametric study to investigate the effects of a number of design parameters including the effects of material strength, reinforcement geometry and arrangement, and the influence of the axial load. The main conclusions from the experiments and the parametric studies were that the number of layers of mesh in the ferrocement has a significant effect on the peak lateral load capacity of a column and ferrocement can be used as a strengthening or retrofitting material. Based on the results from the experimental and numerical studies, it was observed that the existing design methods significantly underestimate the peak lateral load capacity. It is found that the ACI design guideline for ferrocement columns is conservative because the transverse wires in the ferro-mesh provide confinement. The ferro-mesh transverse direction has very fine wire as confinement. Therefore, ferrocement has a high potential for use as a repair/strengthening material. The detailed parametric study data was condensed into a dimensionless interaction diagrams that can be used for the design of new ferrocement columns as well as strengthening of reinforced concrete columns using ferrocement jackets.
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| 279 |
Experimental and numerical investigations of soil reinforced with DSF fabricsSaab, Lahouaria Maria January 1991 (has links)
No description available.
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| 280 |
Load path analysis of masonry archesSmith, Fraser William January 1991 (has links)
No description available.
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