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Exact analysis of bi-periodic structures /
Annotation Presents a procedure for applying the U-transformation technique twice to uncouple the two sets of unknown variables in a doubly periodic structure to achieve an analytical exact solution.
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Otros Autores: | , |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
New Jersey :
World Scientific,
©2002.
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| Temas: | |
| Acceso en línea: | Texto completo |
MARC
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| 100 | 1 | |a Cai, C. W. | |
| 245 | 1 | 0 | |a Exact analysis of bi-periodic structures / |c C.W. Cai, J.K. Liu, H.C. Chan. |
| 246 | 3 | 0 | |a Bi-periodic structures |
| 260 | |a New Jersey : |b World Scientific, |c ©2002. | ||
| 300 | |a 1 online resource (ix, 269 pages) : |b illustrations | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 504 | |a Includes bibliographical references (pages 263-264) and index. | ||
| 588 | 0 | |a Print version record. | |
| 520 | 8 | |a Annotation Presents a procedure for applying the U-transformation technique twice to uncouple the two sets of unknown variables in a doubly periodic structure to achieve an analytical exact solution. | |
| 505 | 0 | |a Preface; CONTENTS; Chapter 1 U Transformation and Uncoupling of Governing Equations for Systems with Cyclic Bi-periodicity; 1.1 Dynamic Properties of Structures with Cyclic Periodicity; 1.1.1 Governing Equation; 1.1.2 U Matrix and Cyclic Matrix; 1.1.3 U Transformation and Uncoupling of Simultaneous Equations with Cyclic Periodicity; 1.1.4 Dynamic Properties of Cyclic Periodic Structures; 1.2 Uncoupling of Simultaneous Equations with Cyclic Periodicity for Variables with Two Subscripts; 1.2.1 Double U Transformation. | |
| 505 | 8 | |a 1.2.2 Uncoupling of Simultaneous Equations with Cyclic Periodicity for Variables with Two Subscripts1.3 Uncoupling of Simultaneous Equations with Cyclic Bi-periodicity; 1.3.1 Cyclic Bi-periodic Equation; 1.3.2 Uncoupling of Cyclic Bi-periodic Equations; 1.3.3 Uncoupling of Simultaneous Equations with Cyclic Bi-periodicity for Variables with Two Subscripts; Chapter 2 Bi-periodic Mass-Spring Systems; 2.1 Cyclic Bi-periodic Mass-Spring System; 2.1.1 Static Solution; 2.1.1a Example; 2.1.2 Natural Vibration; 2.1.2a Example; 2.1.3 Forced Vibration; 2.1.3a Example. | |
| 505 | 8 | |a 2.2 Linear Bi-periodic Mass-Spring Systems2.2.1 Bi-periodic Mass-Spring System with Fixed Extreme Ends; 2.2.1a Natural Vibration Example; 2.2.1b Forced Vibration Example; 2.2.2 Bi-periodic Mass-Spring System with Free Extreme Ends; 2.2.2a Natural Vibration Example; 2.2.2b Forced Vibration Example; 2.2.3 Bi-periodic Mass-Spring System with One End Fixed And The Other Free; 2.2.3a Natural Vibration Example; Chapter 3 Bi-periodic Structures; 3.1 Continuous Trusses with Equidistant Supports; 3.1.1 Governing Equation; 3.1.2 Static Solution [11]; 3.1.2a Example; 3.1.3 Natural Vibration [12]. | |
| 505 | 8 | |a 3.1.3a Example3.1.4 Forced Vibration[12]; 3.1.4a Example; 3.2 Continuous Beam with Equidistant Roller and Spring Supports [10]; 3.2.1 Governing Equation and Static Solution; 3.2.2 Example; Chapter 4 Structures with Bi-periodicity in Two Directions; 4.1 Cable Networks with Periodic Supports; 4.1.1 Static Solution; 4.1.1a Example; 4.1.2 Natural Vibration[19]; 4.1.2a Example; 4.1.3 Forced Vibration [19]; 4.1.3a Example; 4.2 Grillwork with Periodic Supports[18]; 4.2.1 Governing Equation; 4.2.2 Static Solution; 4.2.3 Example; 4.3 Grillwork with Periodic Stiffened Beams; 4.3.1 Governing Equation. | |
| 505 | 8 | |a 4.3.2 Static Solution4.3.3 Example; Chapter 5 Nearly Periodic Systems with Nonlinear Disorders; 5.1 Periodic System with Nonlinear Disorders -- Mono-coupled System [21]; 5.1.1 Governing Equation; 5.1.2 Localized Modes in the System with One Nonlinear Disorder; 5.1.3 Localized Modes in the System with Two Nonlinear Disorders; 5.2 Periodic System with One Nonlinear Disorder -Two-degree-coupling System[22]; 5.2.1 Governing Equation; 5.2.2 Perturbation Solution; 5.2.3 Localized Modes; 5.3 Damped Periodic Systems with One Nonlinear Disorder[23]; 5.3.1 Forced Vibration Equation. | |
| 546 | |a English. | ||
| 590 | |a eBooks on EBSCOhost |b EBSCO eBook Subscription Academic Collection - Worldwide | ||
| 650 | 0 | |a Structural analysis (Engineering) | |
| 650 | 0 | |a Mechanics, Analytic. | |
| 650 | 0 | |a Transformation groups. | |
| 650 | 6 | |a Théorie des constructions. | |
| 650 | 6 | |a Mécanique analytique. | |
| 650 | 6 | |a Groupes de transformations. | |
| 650 | 7 | |a structural analysis. |2 aat | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Structural. |2 bisacsh | |
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| 650 | 7 | |a Structural analysis (Engineering) |2 fast |0 (OCoLC)fst01135602 | |
| 650 | 7 | |a Transformation groups. |2 fast |0 (OCoLC)fst01154652 | |
| 700 | 1 | |a Liu, J. K. | |
| 700 | 1 | |a Chan, H. C. |q (Hon Chuen) | |
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