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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 1 to 10 of 79 (0.048 seconds)Spelling suggestions: "subject:"columns, concrete"" "subject:"columns, oncrete""
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Lower limit of influence of slenderness on the strength of reinforced concrete columns /Owusu, Albert H. Unknown Date (has links)
Thesis (MEng) -- University of South Australia, 1991
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| 2 |
Direct design of columns subjected to axial load and bendingMabry, Aubon Leslie 08 1900 (has links)
No description available.
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| 3 |
Assessment of the seismic performance of inadequately detailed reinforced concrete columns : a thesis submitted in partial fulfilment of the requirements for the degree of Master of Engineering at the University of Canterbury /Boys, Alistair. January 2009 (has links)
Thesis (M.E.)--University of Canterbury, 2009. / Typescript (photocopy). Includes bibliographical references. Also available via the World Wide Web.
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| 4 |
FLEXURAL STIFFNESS OF CIRCULAR REINFORCED CONCRETE COLUMNS (SLENDERNESS, ACI CODE, LOAD, DESIGN)Alameddine, Fadel, 1964- January 1986 (has links)
No description available.
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| 5 |
Failure of reinforced concrete beam-columns /Law, Siu-seong. January 1985 (has links)
Thesis (M. Phil.)--University of Hong Kong, 1986.
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| 6 |
Effective stiffness of rectangular concrete columnsWelp, Katherine Marie, 1958- January 1988 (has links)
This thesis is based upon a need to re-examine the assumptions and expand upon the results arrived at in recent studies on the flexural stiffness of reinforced concrete columns. A survey is presented of concrete column design over the last 200 years. Elastic and plastic behavior of concrete columns is discussed with respect to stiffness and Euler's buckling load. Some limitations and applications of buckling load are considered. Various current code approximations of stiffness are presented. Four possible methods for computing a more exact stiffness (EI) and their advantages and disadvantages are discussed. The formula EI = M/φ provides the best solution. The two dimensional program RECTCOL which is based on the P-M-φ relationships is developed and explained. Then RECTCOL is used to show how the column flexural stiffness varies with axial load, reinforcement ratio, yield strength of the reinforcing steel, concrete strength, cover, and column dimensions. A flow chart and source code are included by RECTCOL.
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| 7 |
Failure of reinforced concrete beam-columns羅紹湘, Law, Siu-seong. January 1985 (has links)
published_or_final_version / Civil Engineering / Master / Master of Philosophy
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| 8 |
Design of reinforced concrete columns in fire /Adams, J C Unknown Date (has links)
Thesis (MEng)--University of South Australia, 1998
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| 9 |
The behaviour of slender reinforced concrete columns in double curvature /Bowman, Anthony Unknown Date (has links)
Thesis (MEng) -- University of South Australia, 1994
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| 10 |
Design of reinforced concrete columns in fire /Adams, J C Unknown Date (has links)
Thesis (MEng)--University of South Australia, 1998
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