K. O. Kemp
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- An upper-bound rigid–plastic solution for the shear failure of concrete beams without shear reinforcement. In: Magazine of Concrete Research, v. 33, n. 115 (Juni 1981). (1981):
- An upper-bound rigid-plastic solution for the shear failure of concrete beams without shear reinforcement. In: Magazine of Concrete Research, v. 34, n. 119 (Juni 1982). (1982):
- A simplified approach to the analysis of geometrically imperfect cooling tower shells. In: Engineering Structures, v. 1, n. 2 (Januar 1979). (1979):
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- The effect of longitudinal gradients of compressive stress upon the failure of concrete. In: Magazine of Concrete Research, v. 23, n. 74 (März 1971). (1971):
- An instability theory of failure for concrete. In: Magazine of Concrete Research, v. 25, n. 82 (März 1973). (1973):
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- A graphical solution for predicting the increase in strength of concrete slabs due to membrane action. In: Magazine of Concrete Research, v. 35, n. 124 (September 1983). (1983):
- In-plane stiffness of reinforced concrete slabs under compressive membrane action. In: Magazine of Concrete Research, v. 46, n. 166 (März 1994). (1994):