Calculation manner of the shear force distribution in the composition plane of the steel and the concrete component, calculation manner of the largest shear capacity in the composition plane of the steel and the concrete component and calculation manner of the shear force operation to the stud, support structure of the converse hitting standards

摘要

PPROBLEM TO BE SOLVED: To evaluate accurately a distribution of a shearing force per unit length transferred between a concrete pile and a reversely driven column. PSOLUTION: A distribution of a stress transferred between the concrete pile 30 and the reversely driven column 20 in a joint end surface when a shearing force is applied along the joint end surface is calculated by being approximated by a function wherein each value at both ends of a prescribed section is larger than a value at a middle part, in the joint end surface between the reversely driven column 20 and the concrete pile 30 constructed integrally with the reversely driven column 20. PCOPYRIGHT: (C)2010,JPO&INPIT