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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 61 to 70 of 848 (0.09 seconds)Spelling suggestions: "subject:"entrains anda atresses"" "subject:"entrains anda ctresses""
| 61 |
Analysis of rectangular multicellular structures.Wong, Po-chi, January 1978 (has links)
Thesis--M. Phil., University of Hong Kong, 1978.
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| 62 |
A study of the stress and strain relationships in heterogeneous soils.Luk, Wang-kwong. January 1968 (has links)
Thesis--M. Sc. (Eng.), University of Hong Kong. / Mimeographed.
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| 63 |
A variable moduli probabilistic constitutive model for soilsReed, Philip Edward, 1959- January 1988 (has links)
Measurement of stress - strain relationships in soil systems usually incorporate varying degrees of uncertainty. These uncertainties arise from laboratory testing mechanisms, sampling disturbances, errors performed by operators or technicians performing the tests, etc. Currently, deformation analyses have been modeled using several deterministic techniques. However, because of the uncertainties involved, there is a need to adapt these numerical methods into probabilistic models. This thesis develops a probabilistic constitutive model based on a variable moduli deterministic technique. First-order, second-moment stochastic methods are used to estimate a mean stress - strain curve and its ±1 standard deviation from raw data obtained on nearly identical, remolded sand samples. Probabilistic estimations for Bulk and Shear moduli are determined from the estimated mean curves and are used to develop a probabilistic constitutive model. Through the use of a probabilistic constitutive matrix, a stochastic equation is produced which can relate strains to any stress state imposed on a particular soil. This is verified through an example.
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| 64 |
Strain energy capacity of reinforced concrete beams羅文惠, Law, Man-wai. January 1987 (has links)
published_or_final_version / Civil and Structural Engineering / Master / Master of Philosophy
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| 65 |
On quasistatic cracking of materials under general loading盧天健, Lu, Tian-jian. January 1990 (has links)
published_or_final_version / Mechanical Engineering / Doctoral / Doctor of Philosophy
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| 66 |
AN ANALYSIS OF CIRCULAR CYLINDRICAL SHELLS EMBEDDED IN ELASTIC MEDIABurns, Jerome Quintin, 1937- January 1965 (has links)
No description available.
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| 67 |
INELASTIC STRESS ANALYSIS OF SOLIDSCallabresi, Melvin LeRoy, 1939- January 1970 (has links)
No description available.
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| 68 |
Elasto-plastic stress field surrounding a crackAult, Rovert Michael, 1939- January 1966 (has links)
No description available.
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| 69 |
Determination of the moment-curvature relation for a beam of nonlinear materialHsu, Teh-min, 1940- January 1966 (has links)
No description available.
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| 70 |
An examination of the vibrational response of a slender free-free beam subjected to a constant tangential thrustHumphreys, William Arthur, 1925- January 1961 (has links)
No description available.
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