내력설계법에 의한 고강도 철근콘크리트 띠철근 기둥의 횡보강근량 산정

Abstract

On the basis of the philosophy tha t "the compressive axial load capacity after spalling of shell concrete should be ma intained as that before spalling" by applying the confinement model of h igh strength concrete proposed in the previous proceeding paper and equivalent lateral confining pressure considering configurations of transverse reinforcement, the amounts of transverse reinforcement from the compressive capacity design method about h igh strength reinforced concrete tied columns can be calculated through the formula proposed in this paper. The proposed design equation of transverse steel amounts for h igh strength reinforced concrete tied columns was quite agreeable w ith the test results of HSC tied columns conducted by other researchers as well as author.