논문 상세보기
중공 사각기둥의 파괴거동 해석
Analysis of Failure Behavior for Hollow Rectangular Column
2012 한국구조물진단유지관리공학회 가을 학술발표 논문집 (2012.11)
pp.278-281
pp.278-281
한국구조물진단유지관리공학회
(The Korea Institute For Structural Maintenance and Inspection)
초록
The objective of this research is to investigate the inelastic behaviour, failure mode and depth of neutral axis of square reinforced concrete bridge piers with hollow cross section under constant axial load. The nonlinear analysis computer program, named RCCOL, for the analysis of reinforced concrete column was used.
저자
