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Finite strip method in structural analysis /
Finite Strip Method in Structural Analysis.
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Oxford ; New York :
Pergamon Press,
1976.
|
| Edición: | 1st ed. |
| Colección: | Pergamon international library of science, technology, engineering, and social studies.
|
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
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| 003 | OCoLC | ||
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| 050 | 4 | |a TA646 |b .C48 1976 | |
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| 100 | 1 | |a Cheung, Y. K. | |
| 245 | 1 | 0 | |a Finite strip method in structural analysis / |c by Y.K. Cheung. |
| 250 | |a 1st ed. | ||
| 260 | |a Oxford ; |a New York : |b Pergamon Press, |c 1976. | ||
| 300 | |a 1 online resource (x, 232 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 | ||
| 490 | 0 | |a Structures and solid body mechanics series | |
| 490 | 1 | |a Pergamon international library of science, technology, engineering, and social studies | |
| 504 | |a Includes bibliographical references and indexes. | ||
| 506 | |3 Use copy |f Restrictions unspecified |2 star |5 MiAaHDL | ||
| 533 | |a Electronic reproduction. |b [Place of publication not identified] : |c HathiTrust Digital Library, |d 2010. |5 MiAaHDL | ||
| 538 | |a Master and use copy. Digital master created according to Benchmark for Faithful Digital Reproductions of Monographs and Serials, Version 1. Digital Library Federation, December 2002. |u http://purl.oclc.org/DLF/benchrepro0212 |5 MiAaHDL | ||
| 583 | 1 | |a digitized |c 2010 |h HathiTrust Digital Library |l committed to preserve |2 pda |5 MiAaHDL | |
| 588 | 0 | |a Print version record. | |
| 505 | 0 | |a Front Cover; Finite Strip Method in Structural Analysis; Copyright Page; Table of Contents; Preface; Nomenclature; Chapter 1. Finite Strip Method; 1.1. Introduction; 1.2. Choice of displacement functions; 1.3. Available displacement functions; 1.4. Formulation of strip characteristics through minimum total potential energy principle; References; Chapter 2. Bending of Plates and Plate-Beam Systems with Application to Slab-Beam Bridges; 2.1. Introduction; 2.2. Rectangular plate strip; 2.3. Curved plate strip; 2.4. Skewed plate strip simply supported at two opposite sides. | |
| 505 | 8 | |a 2.5. Stiffness matrix of a beam in bending and torsion2.6. Numerical examples; 2.7. Application to slab bridges; References; Chapter 3. Plane Stress Analysis; 3.1. Introduction; 3.2. Rectangular plane stress strip; 3.3. Curved strip; 3.4. Numerical examples; References; Chapter 4. Analysis of Folded Plate Structures with Special Reference to Box Girder Bridges; 4.1. Introduction; 4.2. Formulation of stiffness matrix; 4.3. Transformation of coordinates; 4.4. Applications to folded plate structures; 4.5. Application to box girder bridges; References. | |
| 505 | 8 | |a Chapter 5. Vibration and Stability of Plates and Shells5.1. Matrix theory of free vibrations; 5.2. Derivation of consistent mass matrix of a strip; 5.3. Consistent mass matrices of plate strips in bending; 5.4. Consistent mass matrices for plane stress plate strips; 5.5. Comprehensive mass matrix for flat shell strips; 5.6. Vibration of thin-walled structures; 5.7. Cylindrical shell strip; 5.8. Numerical examples; 5.9. Special application to dynamic analysis of bridges; 5.10. Stability analysis of stiffened plate structures; References; Chapter 6. Further Developments in Finite Strip Analysis. | |
| 505 | 8 | |a 6.1. Introduction6.2. Free vibration of partially clamped plates using a ""mixed"" strip; 6.3. Prismatic plate and shell structure with flexible end supports; 6.4. Bending and vibration of multi-layer sandwich plates; References; Chapter 7. Finite Layer Method and Finite Prism Method; 7.1. Introduction; 7.2. Finite layer method; 7.3. Finite prism method; References; Chapter 8. Computation Methods and Computer Program; 8.1. Introduction; 8.2. Data preparation; 8.3. Individual stiffness matrix and transformation matrix; 8.4. Assemblage of stiffness matrices. | |
| 505 | 8 | |a 8.5. Introduction of prescribed displacements5.6. Solution of simultaneous equations; 8.7. Calculation of internal forces; 8.8. Eigenvalue solution; 8.9. Folded plate computer program; Author Index; Subject Index. | |
| 520 | |a Finite Strip Method in Structural Analysis. | ||
| 650 | 0 | |a Structural analysis (Engineering) | |
| 650 | 6 | |a Th�eorie des constructions. |0 (CaQQLa)201-0015598 | |
| 650 | 7 | |a structural analysis. |2 aat |0 (CStmoGRI)aat300056397 | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Civil |x General. |2 bisacsh | |
| 650 | 7 | |a Structural analysis (Engineering) |2 fast |0 (OCoLC)fst01135602 | |
| 650 | 7 | |a Festigkeitslehre |2 gnd |0 (DE-588)4016917-0 | |
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| 776 | 0 | 8 | |i Print version: |a Cheung, Y.K. |t Finite strip method in structural analysis. |b 1st ed. |d Oxford ; New York : Pergamon Press, 1976 |w (DLC) 75019483 |w (OCoLC)1527605 |
| 830 | 0 | |a Pergamon international library of science, technology, engineering, and social studies. | |
| 856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/book/9780080183084 |z Texto completo |