Nonlinear analysis of composite beams with partial shear interaction by means of the direct stiffness method

Steel and Composite Structures ◽

10.12989/scs.2009.9.2.131 ◽

2009 ◽

Vol 9 (2) ◽

pp. 131-158 ◽

Author(s):

G. Ranzi ◽

M.A. Bradford

Keyword(s):

Nonlinear Analysis ◽

Composite Beams ◽

Stiffness Method ◽

Direct Stiffness

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Nonlinear analysis of reinforced concrete plane frames exposed to fire using direct stiffness method

Advances in Structural Engineering ◽

10.1177/1369433217737118 ◽

2017 ◽

Vol 21 (7) ◽

pp. 1036-1050 ◽

Author(s):

P Ravi Prakash ◽

Gaurav Srivastava

Keyword(s):

Reinforced Concrete ◽

Nonlinear Analysis ◽

Stiffness Method ◽

Plane Frames ◽

Direct Stiffness

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Partial Interaction Analysis of Composite Beams by Means of the Finite Difference Method, the Finite Element Method, the Direct Stiffness Method and the Analytical Solution: A Comparative Study

Proceedings of the Seventh International Conference on Computational Structures Technology ◽

10.4203/ccp.79.189 ◽

2009 ◽

Author(s):

G. Ranzi ◽

M.A. Bradford ◽

F. Gar ◽

G. Leon

Keyword(s):

Finite Element Method ◽

Finite Element ◽

Analytical Solution ◽

Interaction Analysis ◽

Composite Beams ◽

The Finite Element Method ◽

Stiffness Method ◽

Partial Interaction ◽

Direct Stiffness ◽

The Finite Difference Method

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Free Vibrations of steel-Concrete Composite Beams by the Dynamic Direct Stiffness Method

International Journal of Structural Stability and Dynamics ◽

10.1142/s0219455421500498 ◽

2020 ◽

Author(s):

Oi Kai Sun ◽

Nan Zhang ◽

Xiao Liu ◽

Xiao Yan Tao

Keyword(s):

Composite Beams ◽

Free Vibrations ◽

Stiffness Method ◽

Direct Stiffness

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An integrated framework for nonlinear analysis of plane frames exposed to fire using the direct stiffness method

Computers & Structures ◽

10.1016/j.compstruc.2017.05.013 ◽

2017 ◽

Vol 190 ◽

pp. 173-185 ◽

Author(s):

Gaurav Srivastava ◽

P. Ravi Prakash

Keyword(s):

Nonlinear Analysis ◽

Integrated Framework ◽

Stiffness Method ◽

Plane Frames ◽

Direct Stiffness

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Comment on "Basis for Derivation of Matrices for the Direct Stiffness Method"

AIAA Journal ◽

10.2514/3.55063 ◽

1964 ◽

Vol 2 (6) ◽

pp. 1161-1161

Author(s):

E. L. COOK ◽

R. E. CHAPEL ◽

W. D. BERNHART

Keyword(s):

Stiffness Method ◽

Direct Stiffness

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Shear Deformation Effect in Nonlinear Analysis of Spatial Composite Beams in Variable Axial Loading by BEM

III European Conference on Computational Mechanics ◽

10.1007/1-4020-5370-3_248 ◽

2008 ◽

pp. 248-248

Author(s):

E. J. Sapountzakis

Keyword(s):

Nonlinear Analysis ◽

Shear Deformation ◽

Axial Loading ◽

Composite Beams ◽

Deformation Effect

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A generalization of the direct-stiffness method of structural analysis

AIAA Journal ◽

10.2514/3.2437 ◽

1964 ◽

Vol 2 (5) ◽

pp. 821-826 ◽

Author(s):

ROBERT E. JONES

Keyword(s):

Structural Analysis ◽

Stiffness Method ◽

Direct Stiffness

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Symmetry and the Direct Stiffness Method in Structural Analysis: A Formulation based on Group Theory

Advances in Computational Mechanics ◽

10.4203/ccp.26.4.1 ◽

2009 ◽

Author(s):

A. Zingoni ◽

M.N. Pavlovic ◽

G.M. Zlokovic

Keyword(s):

Group Theory ◽

Structural Analysis ◽

Stiffness Method ◽

Direct Stiffness

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Refined nine-parameter triangular thin plate bending element by using refined direct stiffness method

International Journal for Numerical Methods in Engineering ◽

10.1002/nme.1620380208 ◽

1995 ◽

Vol 38 (2) ◽

pp. 283-298 ◽

Author(s):

Y. K. Cheung ◽

Chen Wanji

Keyword(s):

Plate Bending ◽

Stiffness Method ◽

Direct Stiffness ◽

Thin Plate Bending

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Evaluation of solution procedures for material and/or geometrically nonlinear structural analysis by the direct stiffness method

10.2514/6.1972-353 ◽

1972 ◽

Author(s):

J. STRICKLIN ◽

W. HAISLER ◽

W. VON RIESEMANN

Keyword(s):

Structural Analysis ◽

Geometrically Nonlinear ◽

Nonlinear Structural Analysis ◽

Nonlinear Structural ◽

Stiffness Method ◽

Direct Stiffness

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