Cargando…
Matrix methods of structural analysis /
Matrix Methods of Structural Analysis, 2nd Edition deals with the use of matrix methods as standard tools for solving most non-trivial problems of structural analysis. Emphasis is on skeletal structures and the use of a more general finite element approach. The methods covered have natural links wit...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Oxford ; New York :
Pergamon Press,
1975.
|
| Edición: | 2d ed. |
| Colección: | Pergamon international library of science, technology, engineering, and social studies.
|
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
| LEADER | 00000cam a2200000 i 4500 | ||
|---|---|---|---|
| 001 | SCIDIR_ocn749018027 | ||
| 003 | OCoLC | ||
| 005 | 20231117044619.0 | ||
| 006 | m o d | ||
| 007 | cr bn||||||abp | ||
| 007 | cr bn||||||ada | ||
| 008 | 110903s1975 enka ob 001 0 eng d | ||
| 010 | |z 75012835 | ||
| 040 | |a OCLCE |b eng |e pn |c OCLCE |d OCLCQ |d UIU |d OCLCQ |d OCLCF |d OCLCQ |d N$T |d E7B |d EBLCP |d DEBSZ |d YDXCP |d OCLCQ |d MERUC |d OCLCA |d OCLCQ |d LUN |d OCLCQ |d INARC |d OCLCO |d OCLCQ |d OCLCO | ||
| 019 | |a 762786962 |a 894790301 |a 974615894 |a 1153458719 |a 1280728084 |a 1280756994 | ||
| 020 | |a 9781483148915 |q (electronic bk.) | ||
| 020 | |a 1483148912 |q (electronic bk.) | ||
| 020 | |z 0080188885 | ||
| 020 | |z 9780080188881 | ||
| 020 | |z 0080188877 |q (flexicover) | ||
| 020 | |z 9780080188874 |q (flexicover) | ||
| 035 | |a (OCoLC)749018027 |z (OCoLC)762786962 |z (OCoLC)894790301 |z (OCoLC)974615894 |z (OCoLC)1153458719 |z (OCoLC)1280728084 |z (OCoLC)1280756994 | ||
| 042 | |a dlr | ||
| 050 | 4 | |a TA642 |b .L5 1975 | |
| 072 | 7 | |a TEC |x 009020 |2 bisacsh | |
| 082 | 0 | 4 | |a 624/.171/01512943 |
| 084 | |a ZI 3200 |2 rvk | ||
| 100 | 1 | |a Livesley, R. K. | |
| 245 | 1 | 0 | |a Matrix methods of structural analysis / |c R.K. Livesley. |
| 250 | |a 2d ed. | ||
| 260 | |a Oxford ; |a New York : |b Pergamon Press, |c 1975. | ||
| 300 | |a 1 online resource (xii, 277 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 | 1 | |a Pergamon international library of science, technology, engineering, and social studies | |
| 504 | |a Includes bibliographical references (pages 270-271) and index. | ||
| 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 2011. |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 2011 |h HathiTrust Digital Library |l committed to preserve |2 pda |5 MiAaHDL | |
| 588 | 0 | |a Print version record. | |
| 505 | 0 | |a Front Cover; Matrix Methods of Structural Analysis; Copyright Page; Table of Contents; Preface to the Second Edition; Chapter 1. INTRODUCTION; 1.1. The value of a systematic approach; 1.2. A structure as an assembly of elements; 1.3. Boundaries and nodes; 1.4. Linearity and superposition; 1.5. How analytical methods are built up; Chapter 2. THE MAIN VARIABLES AND RELATIONSHIPS; 2.1. Nodal variables-loads and displacements; 2.2. Element variables-stress-resultants and deformations; 2.3. Equilibrium and compatibility conditions: virtual work; 2.4. Coordinate transformations. | |
| 505 | 8 | |a Chapter 3. THE ELASTIC PROPERTIES OF SINGLE ELEMENTS3.1. Stress-resultant and deformation vectors for a general plane member; 3.2. The straight uniform beam: two-dimensional analysis; 3.3. The straight uniform beam: three-dimensional analysis; 3.4. Straight uniform members with pinned ends; 3.5. Straight uniform members in plane grillages; 3.6. Curved and non-uniform plane members; 3.7. Segmented members; 3.8. The effect of joints of finite size; 3.9. Flexible joint connections; 3.10. The calculation of equivalent joint loads; 3.11. The replacement of distributed mass. | |
| 505 | 8 | |a Chapter 4. THE ELASTIC PROPERTIES OF SINGLE ELEMENTS4.1. The basic equations of plane stress; 4.2. The simple triangular element; 4.3. The simple rectangular element; 4.4. Body forces and initial strains; 4.5. Transformation of axes; 4.6. The replacement of distributed mass; 4.7. More complex elements; Chapter 5. THE EQUILIBRIUM OR DISPLACEMENT METHOD; 5.1. The analysis of a plane pin-jointed truss; 5.2. The analysis of a plane rigid-jointed truss; 5.3. The assembly of the stiffness matrix of a structure; 5.4. Settlement and partial restraint; 5.5. Dynamic problems. | |
| 505 | 8 | |a Chapter 6. THE EQUILIBRIUM EQUATIONS OF A COMPLETE STRUCTURE6.1. Setting up the equilibrium equations; 6.2. An alternative form of the equilibrium method; 6.3. The analysis of determinate structures; 6.4. Determinate structures with rigid joints: tree structures; Chapter 7. PLASTIC ANALYSIS AND DESIGN; 7.1. Ideal rigid-plastic behaviour; 7.2. Setting up the equilibrium equations; 7.3. Plastic collapse under proportional loading; 7.4. Duality and the mechanism approach; 7.5. The shakedown problem; 7.6. Minimum-weight design for single and multiple loadings. | |
| 505 | 8 | |a 7.7. A compact procedure for finding the collapse load factorChapter 8. THE COMPATIBILITY OR FORCE METHOD; 8.1. The analysis of a pin-jointed truss; 8.2. The analysis of a rigid-jointed frame; 8.3. Applications to more complex skeletal structures; 8.4. Axial forces in rigid-jointed frames; 8.5. An algebraic procedure for transforming the equilibrium equations; Chapter 9. TRANSFER MATRICES; 9.1. Transfer matrices for single structural elements; 9.2. An example of the use of transfer matrices; 9.3. A problem involving intermediate supports. | |
| 520 | |a Matrix Methods of Structural Analysis, 2nd Edition deals with the use of matrix methods as standard tools for solving most non-trivial problems of structural analysis. Emphasis is on skeletal structures and the use of a more general finite element approach. The methods covered have natural links with techniques for automatic redundant selection in elastic analysis. This book is comprised of 11 chapters and begins with an introduction to the concepts and notation of matrix algebra, along with the value of a systematic approach; structure as an assembly of elements; boundaries and nodes; lineari. | ||
| 650 | 0 | |a Structural analysis (Engineering) |x Matrix methods. | |
| 650 | 6 | |a Th�eorie des constructions |x M�ethodes des matrices. |0 (CaQQLa)201-0094958 | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Civil |x General. |2 bisacsh | |
| 650 | 7 | |a Structural analysis (Engineering) |x Matrix methods |2 fast |0 (OCoLC)fst01135612 | |
| 650 | 7 | |a Bauwesen |2 gnd |0 (DE-588)4144204-0 | |
| 650 | 7 | |a Matrizenrechnung |2 gnd |0 (DE-588)4126963-9 | |
| 650 | 7 | |a Strukturanalyse |2 gnd |0 (DE-588)4183787-3 | |
| 776 | 0 | 8 | |i Print version: |a Livesley, R.K. |t Matrix methods of structural analysis. |b 2d ed. |d Oxford ; New York : Pergamon Press, 1975 |w (DLC) 75012835 |w (OCoLC)1339809 |
| 830 | 0 | |a Pergamon international library of science, technology, engineering, and social studies. | |
| 856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/book/9780080188881 |z Texto completo |