IMPROVED METHOD OF ANALYSIS OF STRUCTURAL MEMBERS

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HAJI KAZEMI H.; MESHKAT ALDINI A.

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Paper Information

Journal: JOURNAL OF SCHOOL OF ENGINEERING Year:2001 | Volume:13 | Issue:2 Page(s): 33-43

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Information Journal Paper

Title

IMPROVED METHOD OF ANALYSIS OF STRUCTURAL MEMBERS

Author(s)

HAJI KAZEMI H. | MESHKAT ALDINI A. | Issue Writer Certificate

Keywords

FINITE ELEMENTSQ4

STRAIN FIELDQ4

NON-LINEAR STRAIN FUNCTIONQ4

ARTIFICIAL FLEXUREQ4

PARASITICQ4

SHEARQ4

Abstract

Accurate analysis of SHEAR walls and cores of tall building structure needs consideration of ARTIFICIAL FLEXURE and PARASITIC SHEAR in modeling. In this paper, new non-linear, strain based FINITE ELEMENTS are proposed to overcome some of the difficulties occurring due to above mentioned parameters. Numerical comparisons are also made to show that increasing or decreasing the power of the strain functions is a key to improve the behavior of the structural modeling.

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APA: Copy

HAJI KAZEMI, H., & MESHKAT ALDINI, A.. (2001). IMPROVED METHOD OF ANALYSIS OF STRUCTURAL MEMBERS. JOURNAL OF SCHOOL OF ENGINEERING, 13(2), 33-43. SID. https://sid.ir/paper/22569/en

Vancouver: Copy

HAJI KAZEMI H., MESHKAT ALDINI A.. IMPROVED METHOD OF ANALYSIS OF STRUCTURAL MEMBERS. JOURNAL OF SCHOOL OF ENGINEERING[Internet]. 2001;13(2):33-43. Available from: https://sid.ir/paper/22569/en

IEEE: Copy

H. HAJI KAZEMI, and A. MESHKAT ALDINI, “IMPROVED METHOD OF ANALYSIS OF STRUCTURAL MEMBERS,” JOURNAL OF SCHOOL OF ENGINEERING, vol. 13, no. 2, pp. 33–43, 2001, [Online]. Available: https://sid.ir/paper/22569/en

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