- 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 221 to 230 of 848 (0.081 seconds)Spelling suggestions: "subject:"entrains anda atresses"" "subject:"entrains anda ctresses""
| 221 |
Some problems of localized crack closure due to nearby concentrated loads /Whang, Kyunghyun January 1987 (has links)
No description available.
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| 222 |
An investigation of stresses in glass bottles under internal hydrostatic pressure /Teague, Jo Morgan January 1953 (has links)
No description available.
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| 223 |
Analysis of stresses and displacements in semi-infinite viscoelastic media /Ku, Bee January 1965 (has links)
No description available.
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| 224 |
A theoretical investigation of stress distribution for a strip load placed at different depths in an elastic half space /Rahim, K. Syed Abdur January 1965 (has links)
No description available.
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| 225 |
Defense hole design system for multiaxial stresses by combined stereolithography, photoelasticity, image processing and feaAkour, Salih Nawaf 01 July 2000 (has links)
No description available.
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| 226 |
Measurement of applied stresses using the polarization of Rayleigh surface wavesJunge, Michael Dominic Alexander 01 December 2003 (has links)
No description available.
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| 227 |
Finite element analysis of continuous prestressed composite girdersTong, Wenxia, 1958- January 1990 (has links)
Prestressing a steel girder reduces the required structural steel weight, limits tension stresses in the section, increases the ultimate strength, and increases the fatigue resistance. The technique of prestressing with tendons can be used for strengthening of existing bridges as well as for construction of new bridges. This thesis presents an analytical study of the behavior of simply-supported and continuous prestressed composite girders and describes the benefits of prestressing steel in composite construction. Analytical models are developed and used as a basis for a computer program that calculates the stresses and displacements in the cables and the girder at discrete number of nodes along the length of the girder. The effects of design variables such as prestress force, tendon profile, eccentricity and tendon length are studied. The results indicate that prestressing is an effective means of increasing the load carrying capacity of simple-span as well as continuous composite girders.
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| 228 |
Formulation of finite element methods for determining singular stress fieldsWang, Haitao, 王海濤 January 2002 (has links)
published_or_final_version / Mechanical Engineering / Doctoral / Doctor of Philosophy
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| 229 |
Effects of repeated loading on prestressed concrete composite beams鍾大元, Chung, Tai-yuen, Eric. January 1974 (has links)
published_or_final_version / Civil Engineering / Master / Master of Philosophy
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| 230 |
Stress distribution in laterally loaded shear walls with openings譚榮光, Tam, Wing-kwong. January 1966 (has links)
published_or_final_version / Civil Engineering / Master / Master of Science in Engineering
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