VERIFICATION OF STRENGTH OF STEEL-ENCASED HIGH-STRENGTH CONCRETE PILES UNDER COMBINED AXIAL AND FLEXURE FORCES USING DIFFERENT DESIGN CODES

摘要

For the prediction of the bending capacity of SC piles undercombined axial-flexural loading, the strain compatibility modelin AIJ-SC guidelines is most suitable out of the available designcodes (AIJ-CFT, EC4 and AISC) for composite members.