FRAME ANALYSIS WITH RANDOM MATERIAL PROPERTY (TECHNICAL NOTE)

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BARADARAN H. S.S.; ATTARNEJAD R.

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Journal: Civil Engineering Infrastructures Journal Year:2011 | Volume:45 | Issue:2 Page(s): 133-140

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Information Journal Paper

Title

FRAME ANALYSIS WITH RANDOM MATERIAL PROPERTY (TECHNICAL NOTE)

Author(s)

BARADARAN H. S.S. | ATTARNEJAD R. | Issue Writer Certificate

Keywords

ELASTIC MODULUSQ3

FRAME ELEMENTQ3

STIFFNESS MATRIXQ3

FINITE ELEMENTQ2

TAYLOR SERIESQ3

VARIABILITY FUNCTIONQ3

STOCHASTICQ2

Abstract

In this Paper, the STIFFNESS MATRIX of FRAME ELEMENT with random material property (ELASTIC MODULUS) is derived. Then, the relation between forces and displacements is presented and expansion of the obtained matrix is carried out using TAYLOR SERIES. The result of this expansion is the mean values and VARIABILITY FUNCTION of nodal displacements.

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APA: Copy

BARADARAN H., S.S., & ATTARNEJAD, R.. (2011). FRAME ANALYSIS WITH RANDOM MATERIAL PROPERTY (TECHNICAL NOTE). CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING), 45(2), 133-140. SID. https://sid.ir/paper/166512/en

Vancouver: Copy

BARADARAN H. S.S., ATTARNEJAD R.. FRAME ANALYSIS WITH RANDOM MATERIAL PROPERTY (TECHNICAL NOTE). CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING)[Internet]. 2011;45(2):133-140. Available from: https://sid.ir/paper/166512/en

IEEE: Copy

S.S. BARADARAN H., and R. ATTARNEJAD, “FRAME ANALYSIS WITH RANDOM MATERIAL PROPERTY (TECHNICAL NOTE),” CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING), vol. 45, no. 2, pp. 133–140, 2011, [Online]. Available: https://sid.ir/paper/166512/en

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