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  • About
  • 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.
31

Consideration of strand fatigue for load rating prestressed concrete bridges

Hagenberger, Michael John 28 August 2008 (has links)
Not available / text
32

Strain energy capacity of prestressed concrete beams

Kwei, Chi-shun, Gibson, 桂治純 January 1978 (has links)
published_or_final_version / Civil Engineering / Master / Master of Philosophy
33

Shear capacity and flexural ductility of reinforced high- and normal-strength concrete beams

Islam, Md. Shahidul. January 1996 (has links)
published_or_final_version / Civil Engineering / Master / Master of Philosophy
34

Direct pull-out capacity and transfer length of 06-inch diameter prestressing strand in high-performance concrete

Reutlinger, Christopher George 08 1900 (has links)
No description available.
35

Behaviour of structural concrete subjected to biaxial flexure and axial compression

Hsu, Cheng-tzu January 1974 (has links)
No description available.
36

An investigation of concrete elements subjected to combined axial compression, bending and torsion.

Lim, Si-Ngiam January 1969 (has links)
No description available.
37

An investigation of the strain in reinforced-concrete beams of unusual depth / Reinforced concrete beams

Gilkison, 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
38

Comparative study of lightweight and normal weight concrete in flexure

Zareh, 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).
39

An investigation of concrete elements subjected to combined axial compression, bending and torsion.

Lim, Si-Ngiam January 1969 (has links)
No description available.
40

Behaviour of structural concrete subjected to biaxial flexure and axial compression

Hsu, Cheng-tzu January 1974 (has links)
No description available.

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