FORMULATION OF BEAM ELEMENT FOR WAVELET-BASED FINITE ELEMENT METHOD

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

NARAGHI S.E.; NOORZAD A.

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

Journal Paper

Paper Information

Journal: Civil Engineering Infrastructures Journal Year:2012 | Volume:45 | Issue:5 Page(s): 611-622

Download Full-Text

Persian Verion

View:

3,991

Download:

Cites:

Information Journal Paper

Title

FORMULATION OF BEAM ELEMENT FOR WAVELET-BASED FINITE ELEMENT METHOD

Author(s)

NARAGHI S.E. | NOORZAD A. | Issue Writer Certificate

Keywords

WAVELET BASED FINITE ELEMENT METHODQ3

DAUBECHIES SCALING FUNCTIONSQ3

WAVELET EXPANSIONQ3

Abstract

Wavelet Analysis has called the attentions in numerical solutions of PDEs in recent years. Because of orthogonality and compact support of DAUBECHIES SCALING FUNCTIONS, these functions have excellent ability of providing good accuracy and convergence for the approximation of the solution in singularities. In this article the method of using these functions for numerical solving of PDE for Euler–Bernoulli beams is formulated. This procedure needs to calculate derivatives and integrals of scaling functions as the shape functions of wavelet-based finite element method. Because of non-explicit formulation and high oscillation of these functions, conventional methods -like Gauss method for integration- are not suitable and accurate. Thus some special methods are formulated for these requirements. The ability and high accuracy of wavelet-based beam element for different boundary conditions and loads is shown in some examples.

Cites

No record.

References

No record.

Cite

APA: Copy

NARAGHI, S.E., & NOORZAD, A.. (2012). FORMULATION OF BEAM ELEMENT FOR WAVELET-BASED FINITE ELEMENT METHOD. CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING), 45(5), 611-622. SID. https://sid.ir/paper/166524/en

Vancouver: Copy

NARAGHI S.E., NOORZAD A.. FORMULATION OF BEAM ELEMENT FOR WAVELET-BASED FINITE ELEMENT METHOD. CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING)[Internet]. 2012;45(5):611-622. Available from: https://sid.ir/paper/166524/en

IEEE: Copy

S.E. NARAGHI, and A. NOORZAD, “FORMULATION OF BEAM ELEMENT FOR WAVELET-BASED FINITE ELEMENT METHOD,” CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING), vol. 45, no. 5, pp. 611–622, 2012, [Online]. Available: https://sid.ir/paper/166524/en

Related Journal Papers