한국구조물진단유지관리공학회(The Korea Institute For Structural Maintenance and Inspection)
초록
This study evaluated the P-M interaction behavior of RC columns strengthened with section enlargement method with the supplementary V-ties. The estimated P-M interaction is well corresponded with test results.
목차
Abstract 1. 서 론 2. P-M상관도 도출 방법 및 정확성 검증 3. 단면확대보강 기둥의 P-M상관도 평가 4. 결 론 참고문헌