TECHNICAL PAPERS
Oct 1, 2000

Multidomain SFBEM and Its Application in Elastic Plane Problems

Publication: Journal of Engineering Mechanics
Volume 126, Issue 10

Abstract

In this paper, the multidomain spline fictitious boundary element method (SFBEM) is presented for analysis of elastic plane problems with different material constants or thicknesses throughout different domains. The problems are first reduced to nonsingular fictitious boundary integral equations with multidomain techniques being adopted. Then spline functions are adopted as trial functions to the unknown fictitious load functions in the deduced integral equations, and boundary-segment-least-squares techniques are used for eliminating the boundary residues. The proposed method is further applied in the analysis of high rise building structures, including framed shear walls, coupled shear walls, and frame-shear walls as well. Several typical numerical examples are given to show the accuracy and efficiency of the method.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Banerjee, P. K., and Butterfield, R. ( 1981). Boundary element method in engineering science, McGraw-Hill, London.
2.
Cheung, Y. K., and Swaddiwudhipong, S. ( 1978). “Analysis of frame shear wall structures using finite strip element.” Proc., Instn. Civ. Engrs., Hong Kong, 65.
3.
Han, D. J., and Su, C. ( 1997). “Analysis of high rise building structures by the spline fictitious boundary element method.” Computational methods in engineering and science—Theory and application, D. J. Han and H. H. Mo, eds., South China University of Technology Press, Guangzhou, China, 53–58.
4.
Prenter, P. M. ( 1975). Splines and variational methods, Wiley, London.
5.
Redekop, D., and Thompson, J. C. ( 1983). “Use of fundamental solutions in the collocation method in axisymmetric elastostatics.” Comp. and Struct., London, 17(4), 485–490.
6.
Su, C. ( 1993). “Analysis of a vertical pile embedded in granular half space by the line-loaded integral equation method.” J. South China Univ. of Technol., Guangzhou, China, 21(1), 18–24 (in Chinese).
7.
Su, C. ( 1997). “The multi-domain spline fictitious boundary element method and its application in analysis of high rise building structures.” PhD thesis, South China University of Technology, Guangzhou, China (in Chinese).
8.
Su, C., and Han, D. J. ( 1998). “Analysis of elastic plane problems by the fictitious boundary element-boundary segment method.” J. South China Univ. of Technol., Guangzhou, China, 26(3), 22–26 (in Chinese).
9.
Sun, H. C., and Zheng, B. J. ( 1992). “Virtual boundary element-least square method for solving bending problems of thin plate.” Computational Struct. Mech. and Applications, Dalian, China, 9(1), 16–23 (in Chinese).
10.
Timoshenko, S., and Goodier, J. N. ( 1970). Theory of elasticity, McGraw-Hill, London.
11.
Tomlin, G. R., and Butterfield, R. (1974). “Elastic analysis of zoned orthotropic continua.”J. Engrg. Mech. Div., ASCE, 100(3), 511–529.
12.
Wang, Y. C. ( 1988). The calculation of high rise tube structures, Science Press, Beijing (in Chinese).
13.
Wu, B. C., and Altiero, N. J. ( 1981). “A new numerical method for the analysis of anisotropic thin-plate bending problems.” Comp. Methods in Appl. Mech. and Engrg., 25, 343–353.
14.
Wu, Z. Q., Cheung, Y. K., and Fan, S. C. ( 1986). Spline finite strip method in structural analysis, Guangdong Science Press, Guangzhou, China (in Chinese).
15.
Xu, C. D. ( 1987). Weighted residuals method in solid mechanics, Tongji University Press, Shanghai, China (in Chinese).
16.
Yun, T. Q. ( 1981). “Pile analysis by simple integral equation method.” Appl. Mathematics and Mech., Chongqing, China, 2(3), 331–348.
17.
Yun, T. Q. ( 1990). “Torsion of elastic shaft of revolution embedded in granular half space.” Appl. Mathematics and Mech., Chongqing, China, 11(6), 527–536.
18.
Yun, T. Q., and Su, C. ( 1992). “Analysis of a shaft embedded in granular half space by the line-loaded integral equation method.” Comp. and Struct., London, 43(4), 729–735.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 126Issue 10October 2000
Pages: 1057 - 1063

History

Received: Sep 20, 1999
Published online: Oct 1, 2000
Published in print: Oct 2000

Permissions

Request permissions for this article.

Authors

Affiliations

Assoc. Prof., Dept. of Civ. Engrg., South China Univ. of Technol., Guangzhou 510640, China.
Prof. and Vice-Pres. of South China Univ. of Technol., Guangzhou 510640, China.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share