Earticle

초록

영어

Continuous deep beams are supported load of upper structure. Therefore, if behavior and strength of continuous deep
beams don't estimate accurately, influence on structural safety.
The purpose of this study was to investigation shear capacity of continuous deep beam considering arrangement
method of shear reinforcement and quantity of shear reinforcement. The experimental parameter of this study is a
variable arrangement method and quantity of shear reinforcement. In additional this paper compared the shear strength by
test results with F.K.Kong equation and analyzed shear behavior of continuous deep beam consider of load-displacement
relationship.

목차

Abstract
 1. 서론
 2. 춤이 깊은 보의 전단강도
  2.1 F.K.Kong의 제안식
  2.2 건축구조설계기준
  2.3 ACI-Code 318-02
  2.4 X형 배근의 전단강도
 3. 실험
  3.1 실험체 계획
  3.2 실험방법
 4. 실험결과 및 고찰
  4.1 균열형상
  4.2 최대하중
  4.3 하중-변위 관계
 5. 결론
 참고문헌

저자

• 안재혁 [ An, Jae-Hyeok | 부경대 건축학부 시간강사, 공학박사 ]
• 신용호 [ Shin, Yong-Ho | 부경대 건축학부 대학원, 공학석사 ]
• 박천석 [ Park, Cheon-Seok | 부경대 건축학부 교수, 공학박사 ]

참고문헌