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Consideration of strand fatigue for load rating prestressed concrete bridgesHagenberger, Michael John 28 August 2008 (has links)
Not available / text
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Strain energy capacity of prestressed concrete beamsKwei, Chi-shun, Gibson, 桂治純 January 1978 (has links)
published_or_final_version / Civil Engineering / Master / Master of Philosophy
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Shear capacity and flexural ductility of reinforced high- and normal-strength concrete beamsIslam, Md. Shahidul. January 1996 (has links)
published_or_final_version / Civil Engineering / Master / Master of Philosophy
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Direct pull-out capacity and transfer length of 06-inch diameter prestressing strand in high-performance concreteReutlinger, Christopher George 08 1900 (has links)
No description available.
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Behaviour of structural concrete subjected to biaxial flexure and axial compressionHsu, Cheng-tzu January 1974 (has links)
No description available.
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An investigation of concrete elements subjected to combined axial compression, bending and torsion.Lim, Si-Ngiam January 1969 (has links)
No description available.
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An investigation of the strain in reinforced-concrete beams of unusual depth / Reinforced concrete beamsGilkison, G. M. (Gordon Mercer), Millard, R. W. January 1909 (has links)
Thesis: B.S., Massachusetts Institute of Technology, Department of Mechanical Engineering, 1909 / by G.M. Gilkison, R.W. Millard. / B.S. / B.S. Massachusetts Institute of Technology, Department of Mechanical Engineering
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Comparative study of lightweight and normal weight concrete in flexureZareh, Mohammad 01 January 1971 (has links)
This investigation represents a comparative study of the flexural behavior of lightweight and normal weight concrete. Both theoretical and experimental moment-curvature characteristics of the tested specimens were used to study the flexural behavior. A generalized computer program to determine the moment-curvature relationships of a singly reinforced rectangular concrete beam was developed. For this limited study it was observed that lightweight concrete beams when compared to normal concrete beams achieve comparable moment capacity (about 92% of normal weight concrete) but exhibit higher deflections (about 40% more than normal weight concrete).
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An investigation of concrete elements subjected to combined axial compression, bending and torsion.Lim, Si-Ngiam January 1969 (has links)
No description available.
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Behaviour of structural concrete subjected to biaxial flexure and axial compressionHsu, Cheng-tzu January 1974 (has links)
No description available.
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