Earticle

초록

영어

The purpose of this study is to examine applicability of deep beams in Special Moment Frame(SMF). It has been comparatively analyzed that deformation capacity of connection details by nonlinear finite element analysis. The parameter of analysis is connection detail that has energy absorption elements suggested by the way to reinforce the beam with lateral stiffeners and proposed through many other advanced studies.
As showing in the result of analysis, the model with a triangle type of lateral stiffeners was efficient in reducing strain but it still needs additional studies for application to SMF. The connection detail with energy absorption elements is applicable to SMF as the damage is converged on damper and the plasticity of beam members is definitely reduced.

목차

Abstract
 1. 서론
  1.1 연구배경 및 목적
 2. 비선형 유한요소 해석
  2.1 해석 개요 및 방법
  2.2 해석 결과
 3. 해석결과에 따른 변형도 분석
  3.1 수평스티프너를 가지는 모델
  3.2 WC vs HS-a1000
  3.3 WC vs NC
 4. 결론
 참고문헌

저자

• 박해용 [ Park, Hae-Yong | 부산대학교 건축공학과 박사과정 ] 교신저자
• 오상훈 [ Oh, Sang-Hoon | 부산대학교 건축공학과 조교수, 공학박사 ]

참고문헌