FORCE METHOD FOR FINITE ELEMENT MODELS WITH INDETERMINATE SUPPORT CONDITIONS

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KAVEH A.; KOOHESTANI K.; TAGHIZADEH N.

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

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Paper Information

Journal: ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING) Year:2007 | Volume:8 | Issue:4 Page(s): 389-403

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Information Journal Paper

Title

FORCE METHOD FOR FINITE ELEMENT MODELS WITH INDETERMINATE SUPPORT CONDITIONS

Author(s)

KAVEH A. | KOOHESTANI K. | TAGHIZADEH N. | Issue Writer Certificate

Keywords

FINITE ELEMENTS

INDETERMINATE SUPPORT CONDITION

SPARSE

FLEXIBILITY MATRIX

NULL BASIS

GRAPH THEORY

Abstract

Graph theoretical force methods are highly efficient for the generation of SPARSE and banded null bases and flexibility matrices, however, these methods require special considerations when the support conditions are indeterminate. These considerations with special methods are presented in this paper which leads to efficient utilization of graph theoretical force method for INDETERMINATE SUPPORT CONDITIONs with no substantial decrease in sparsity.

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APA: Copy

KAVEH, A., KOOHESTANI, K., & TAGHIZADEH, N.. (2007). FORCE METHOD FOR FINITE ELEMENT MODELS WITH INDETERMINATE SUPPORT CONDITIONS. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), 8(4), 389-403. SID. https://sid.ir/paper/298744/en

Vancouver: Copy

KAVEH A., KOOHESTANI K., TAGHIZADEH N.. FORCE METHOD FOR FINITE ELEMENT MODELS WITH INDETERMINATE SUPPORT CONDITIONS. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING)[Internet]. 2007;8(4):389-403. Available from: https://sid.ir/paper/298744/en

IEEE: Copy

A. KAVEH, K. KOOHESTANI, and N. TAGHIZADEH, “FORCE METHOD FOR FINITE ELEMENT MODELS WITH INDETERMINATE SUPPORT CONDITIONS,” ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), vol. 8, no. 4, pp. 389–403, 2007, [Online]. Available: https://sid.ir/paper/298744/en

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