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Compressive buckling of a clamped circular plate on an elastic foundation not in attachment
(Virginia Polytechnic Institute, 1959)
A circular thin plate under radial compressive forces resting on an elastic foundation not in attachment was studied with regard to it's behavior in the 2nd mode shape.
Two regions of action are controlled by two ...
Experimental analysis of a haunched, skewed, reinforced concrete, rigid-frame bridge model
(Virginia Polytechnic Institute, 1959)
A one-tenth scale model of a skewed reinforced concrete rigid frame bridge was constructed and tested both within the elastic range and to ultimate load. The model was fabricated of reinforced concrete using a 1: 3.8 : 0 ...