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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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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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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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A photoelastic study of biaxial pillar stressesOrtiz-Sanchez, Oswaldo, 1940- January 1969 (has links)
No description available.
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Gas chromatography with open tubular columns in parallelSalcedo, R.L.R. (Romualdo L.R.) January 1977 (has links)
No description available.
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On the parametric instability of a cantilever column with a sinusoidal longitudinal end displacementBurnside, Otis Halbert 05 1900 (has links)
No description available.
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On the nonlinear steady state transverse vibration of a cantilever column with a sinusoidal longitudinal end displacementShiflett, James Albert 08 1900 (has links)
No description available.
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Behaviour of simple collumn base connectionsEl-Khoraibie, Hany El-Iman El-Iman. January 1977 (has links)
No description available.
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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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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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