Boundary Value Problem for Analysis of Portal Double-Row Stabilizing Piles.
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| Title: | Boundary Value Problem for Analysis of Portal Double-Row Stabilizing Piles. |
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| Authors: | Cheng Huang1 tjhuangcheng@163.com |
| Source: | Journal of Applied Mathematics. 2013, p1-10. 10p. |
| Subjects: | Boundary value problems, PORTAL (Computer program language), Differential equations, Algorithms, Runge-Kutta formulas, Finite difference method, Potential theory (Mathematics) |
| Abstract: | This paper presents a new numerical approach for computing the internal force and displacement of portal double-row piles used to stabilize potential landslide. First, the new differential equations governing the mechanical behaviour of the stabilizing pile are formulated and the boundary conditions are mathematically specified. Then, the problem is numerically solved by the high accuracy Runge-Kutta finite difference method. A program package has been developed in MATLAB depending on the proposed algorithm. Illustrative examples are presented to demonstrate the validity of the developed program. In short, the proposed approach is a practical new idea for analyzing the portal double-row stabilizing pile as a useful supplement to traditional methods such as FEM. [ABSTRACT FROM AUTHOR] |
| Copyright of Journal of Applied Mathematics is the property of Wiley-Blackwell and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.) | |
| Database: | Engineering Source |
| FullText | Links: – Type: pdflink Text: Availability: 0 |
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| Header | DbId: egs DbLabel: Engineering Source An: 95250699 AccessLevel: 6 PubType: Academic Journal PubTypeId: academicJournal PreciseRelevancyScore: 0 |
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| Items | – Name: Title Label: Title Group: Ti Data: Boundary Value Problem for Analysis of Portal Double-Row Stabilizing Piles. – Name: Author Label: Authors Group: Au Data: <searchLink fieldCode="AR" term="%22Cheng+Huang%22">Cheng Huang</searchLink><relatesTo>1</relatesTo><i> tjhuangcheng@163.com</i> – Name: TitleSource Label: Source Group: Src Data: <searchLink fieldCode="JN" term="%22Journal+of+Applied+Mathematics%22">Journal of Applied Mathematics</searchLink>. 2013, p1-10. 10p. – Name: Subject Label: Subjects Group: Su Data: <searchLink fieldCode="DE" term="%22Boundary+value+problems%22">Boundary value problems</searchLink><br /><searchLink fieldCode="DE" term="%22PORTAL+%28Computer+program+language%29%22">PORTAL (Computer program language)</searchLink><br /><searchLink fieldCode="DE" term="%22Differential+equations%22">Differential equations</searchLink><br /><searchLink fieldCode="DE" term="%22Algorithms%22">Algorithms</searchLink><br /><searchLink fieldCode="DE" term="%22Runge-Kutta+formulas%22">Runge-Kutta formulas</searchLink><br /><searchLink fieldCode="DE" term="%22Finite+difference+method%22">Finite difference method</searchLink><br /><searchLink fieldCode="DE" term="%22Potential+theory+%28Mathematics%29%22">Potential theory (Mathematics)</searchLink> – Name: Abstract Label: Abstract Group: Ab Data: This paper presents a new numerical approach for computing the internal force and displacement of portal double-row piles used to stabilize potential landslide. First, the new differential equations governing the mechanical behaviour of the stabilizing pile are formulated and the boundary conditions are mathematically specified. Then, the problem is numerically solved by the high accuracy Runge-Kutta finite difference method. A program package has been developed in MATLAB depending on the proposed algorithm. Illustrative examples are presented to demonstrate the validity of the developed program. In short, the proposed approach is a practical new idea for analyzing the portal double-row stabilizing pile as a useful supplement to traditional methods such as FEM. [ABSTRACT FROM AUTHOR] – Name: AbstractSuppliedCopyright Label: Group: Ab Data: <i>Copyright of Journal of Applied Mathematics is the property of Wiley-Blackwell and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.) |
| PLink | https://search.ebscohost.com/login.aspx?direct=true&site=eds-live&db=egs&AN=95250699 |
| RecordInfo | BibRecord: BibEntity: Identifiers: – Type: doi Value: 10.1155/2013/485632 Languages: – Code: eng Text: English PhysicalDescription: Pagination: PageCount: 10 StartPage: 1 Subjects: – SubjectFull: Boundary value problems Type: general – SubjectFull: PORTAL (Computer program language) Type: general – SubjectFull: Differential equations Type: general – SubjectFull: Algorithms Type: general – SubjectFull: Runge-Kutta formulas Type: general – SubjectFull: Finite difference method Type: general – SubjectFull: Potential theory (Mathematics) Type: general Titles: – TitleFull: Boundary Value Problem for Analysis of Portal Double-Row Stabilizing Piles. Type: main BibRelationships: HasContributorRelationships: – PersonEntity: Name: NameFull: Cheng Huang IsPartOfRelationships: – BibEntity: Dates: – D: 01 M: 01 Text: 2013 Type: published Y: 2013 Identifiers: – Type: issn-print Value: 1110757X Titles: – TitleFull: Journal of Applied Mathematics Type: main |
| ResultId | 1 |
