경량형강 시설물의 비선형 구조해석 모델개발(II) -반강결 뼈대구조물의 해석에 대하여-

Development of the Nonlinear Structural Analysis Model for the Light-Weight Framed Structures (II)

  • 발행 : 1998.02.01

초록

In this study, semi-rigid light-weight framed structures analysis model (SERIFS) was developed by advancing the LEIFS model. This model enables us to analyze simultaneous effects of large deflection and semi-rigid connection by computing unbalanced load occurring in the process of repeated loading through equalization of bending moments and torsion. This model is also able to handle the effect of the semi-rigid connection and large deflection by modifying the elastic stiffness matrix using moment-rotation behavior of connection. Moment-rotation behavior of the semi-rigid connection was adopted from the experimental results of load-vertical displacement of frame element In conclusion, this model achieves to analyze the nonlinear and large deflection behavior on the semi-rigid and light-weight steel frame connection.

키워드

참고문헌

  1. 대한건축학회지 v.10 no.6 각형강관기둥-H형강보 접합부의 항복하중 예측모델에 관한 연구 김욱선;이장춘;박순규;이종석;권영봉
  2. 서울대학교 박사학위 논문 반강결 경량형강 뼈대구조물의 비선형 구조해석 모델개발 김한중
  3. 한국농공학회지 v.39 no.6 경량형강 농업시설물의 비선형 구조해석 모델개발 (Ⅰ) 김한중;이정재
  4. 대한건축학회지 v.11 no.10 반강절골조의 비선형 지진해석에 관한 연구 신경재
  5. Comp. & Struc. v.52 no.6 Analysis of Frames with Semi-Rigid Joints Abu-Yasein-O;A,G.R.Frederick
  6. J. Can. Civ. Eng. Analysys of 3Dimensional Frames with Flexible Beam-Columns Connections Ang,K.M.;G.A.Morris.
  7. J. Str. Eng. v.115 no.12 Static and Cyclic Performance of Semi-rigid Steel Beam-Column connections Atorod, Azzinzmini, James,B.;Radziminski
  8. J. Str. Eng. v.99 no.5 Analysis of T-Stub Flange-to-column Connections Ben Kato;William McGuire
  9. Can. J. Civ. Eng. v.2 no.3 Analysis of Flexibily Connected Steel Frames, Frye,M.J.;G.A.Morris
  10. Semi-Rigid Frame Connect Predication of Moment-Rotation Behavior of Semi-Rigid Beam-to-Colums Connect Radziminski,J.B.;Atorod,Azizinamin
  11. J. Const. Steel Res. v.3 no.2 The Analysis of Frames with Semi-Rigid Connections Jones,S.W.;P.A.Kirby;D.A.Nethercot
  12. Int. Num. Mech v.37 Spatial Stability and Free Vibration of Shear Flexible Thin- Walled Beam Ⅰ,Ⅱ Kim,Moon-young
  13. Semi-Rigid Frame Connect Moment-Rotation Relation of Top and Seat angle with Double Web-Angle Connection Kishi,N.;W.F.Chen;K.G.Matsuoka;S.G.Nomachi
  14. Dissert of the Vanderbilt Limit Strength of Semi-Rigid Frames Lee,Shyi-Lin
  15. J. Const. Steel Res. v.2 no.3 Stability Analysis of a Semi-Rigidly Connected Simple Frame Simites,G.J.;A.S.Vlahinos
  16. Semi-Rigid Frame Connection Frame Analysis including Semi-Rigid Connections and P-Delta Effects Ioannidesm, Socrates A.
  17. J. Str. Eng. Nonlinear Elastic Frame Analysis by Finite Element Wen,R.K.
  18. J. Str. Eng. v.112 no.4 Joint Rotation and Geometric Nonlinear Analysis Yang,Yeong-Bin;William McGuire
  19. Comp. & Struc v.28 no.1 Stability of Semi-Rigid Space frames Yu,C.H.;N.E.Shanmugam
  20. SemiRigid Frame Connect Non-Linear Analysis of Plane Frame Structures with Semi-Rigid Connections Yvan Galea