A comparative study of C0 and C1 elements for linear and nonlinear transient dynamics of building frames
Author:
Publisher
Elsevier BV
Subject
Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering
Reference20 articles.
1. Inelastic response of frames to dynamic loads;Toridis;J. Struct. Div., ASCE,1971
2. Finite-element analysis of large elastic-plastic transient deformations of simple structures;Wu;AIAA Jl,1971
3. Nonlinear dynamic analysis of inelastic steel plane frames;Kam;Comput. Struct.,1988
4. On the correction for shear in differential equations for transverse vibrations of prismatic bars;Timoshenko;Phil. Mag.,1921
5. A simple and efficient finite element for bending;Hughes;Int. J. Numer. Meth. Engng,1977
Cited by 5 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. (Student Paper) A New Finite Element for a Shear Deformable Plate;47th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference<BR> 14th AIAA/ASME/AHS Adaptive Structures Conference<BR> 7th;2006-05
2. Consistency and correctness evaluation of shear deformable anisoparametric formulations;International Journal of Solids and Structures;2000-02
3. Transient dynamics of laminated beams: an evaluation with a higher-order refined theory;Composite Structures;1998-01
4. On the performance of higher order theories for transient dynamic analysis of sandwich and composite beams;Computers & Structures;1997-12
5. C0 Finite element geometrically non-linear analysis of fibre reinforced composite and sandwich laminates based on a higher-order theory;Computers & Structures;1992-10
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