Global ETD Search

221	Geometrically nonlinear analysis of plates using higher order finite elements / Chung, Wai-cheong. January 1986 (has links) Thesis (M. Phil.)--University of Hong Kong, 1987.
222	A generalized beam on elastic foundation model for fracture studies / Liu, Tak-wing. January 1988 (has links) Thesis (M. Phil.)--University o9f Hong Kong, 1989.
223	Application of spline finite strip method in stability analyses of arbitrarily shaped plates 司徒侃然, Szeto, Hon-yin. January 1992 (has links) published_or_final_version / Civil and Structural Engineering / Master / Master of Philosophy Finite strip method. Plates (Engineering) - Stability.
224	A generalized beam on elastic foundation model for fracture studies 廖德榮, Liu, Tak-wing. January 1988 (has links) published_or_final_version / Mechanical Engineering / Master / Master of Philosophy Elastic plates and shells. Girders. Fracture mechanics.
225	Geometrically nonlinear analysis of plates using higher order finite elements 鍾偉昌, Chung, Wai-cheong. January 1986 (has links) published_or_final_version / Civil and Structural Engineering / Master / Master of Philosophy Plates (Engineering) Strains and stresses. Finite element method.
226	NATURAL FREQUENCIES AND MODE SHAPES OF CIRCULAR CYLINDRICAL SHELLS DETERMINED BY A MODIFIED GALERKIN PROCEDURE Matthews, James Benning, 1933- January 1966 (has links) No description available. Elastic plates and shells. Mechanics, Analytic. Galerkin methods.
227	Ductility of single plate framing connections Caccavale, Salvatore Erasmo, 1951- January 1975 (has links) No description available.
228	Numerical Modelling of Vehicle Loads on Buried Orthotropic Steel Shell Structures MacDonald, Luke 18 October 2010 (has links) An investigation was performed for live load forces applied to soil-steel structures under shallow backfill depths, specifically a long span deeply corrugated box culvert. The work was also relevant to other types of flexible buried structures and loading scenarios. The investigation involved the application of both a robust experimental testing process and the development of 3-D finite element models. Full scale live load tests, performed in Dorchester NB, were executed to obtain a large sample of experimental data. The testing program was designed specifically to fully characterize the structural response of a long span box culvert to CHBDC design truck live loads. The program included live load testing at six different backfill depths with 21 unique truck positions per lift, with instrumentation at four separate rings. The experimental data was used to assess and calibrate the finite element models being developed to predict structural effects. The finite element software package ADINA was used to model the test structure in 3-D. The basics of model development, such as element types, boundary conditions, loads, and other analysis options were discussed. An orthotropic shell modeling approach to accurately describe the corrugated plate properties was developed. A number of soil constitutive models, both linear and nonlinear, were examined and evaluated. The data obtained from experimental testing was compared to the results obtained by the finite element modeling and the various soil models were evaluated. A parametric study was performed examining the sensitivity of modeling parameters. The impact of various assumptions made regarding the model was quantitatively established. The thesis provided guidance on the 3-D modeling of soil-steel structures allowing future researchers to study the factors which were significant to their design and field applications.
229	Free vibration and response to random pressure field of non-uniform cylindrical shells. Lakis, Aouni A., 1937- January 1971 (has links) No description available. Elastic plates and shells Shells (Engineering) -- Testing
230	The effect of internal delamination on unsymmetric laminated composite plates Palmer, David W. 05 1900 (has links) No description available. Composite materials Strains and stresses Plates (Engineering)

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