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The stability of elastic systems /
The Stability of Elastic Systems.
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
New York :
Pergamon Press,
[1973]
|
| Colección: | Pergamon unified engineering series.
|
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
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| 008 | 141206s1973 nyu ob 001 0 eng d | ||
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| 019 | |a 896415271 |a 899749882 | ||
| 020 | |a 9781483185170 |q (electronic bk.) | ||
| 020 | |a 1483185176 |q (electronic bk.) | ||
| 020 | |z 9780080103563 | ||
| 035 | |a (OCoLC)897651423 |z (OCoLC)896415271 |z (OCoLC)899749882 | ||
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| 072 | 7 | |a TEC |x 009020 |2 bisacsh | |
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| 100 | 1 | |a Britvec, S. J., |e author. | |
| 245 | 1 | 4 | |a The stability of elastic systems / |c S.J. Britvec. |
| 264 | 1 | |a New York : |b Pergamon Press, |c [1973] | |
| 264 | 4 | |c �1973 | |
| 300 | |a 1 online resource (480 pages) | ||
| 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 Unified Engineering Series | |
| 504 | |a Includes bibliographical references and index. | ||
| 588 | 0 | |a Print version record. | |
| 505 | 0 | |a Front Cover; The Stability ofElastic Systems; Copyright Page; Table of Contents; Preface; Introduction; Chapter1. Principal Forms of Equilibrium Paths and their Stability; 1-1 CONSERVATIVE ELASTIC SYSTEMS- GENERALIZED COORDINATES; 1-2 THE TOTAL POTENTIAL ENERGY FUNCTION- PRINCIPAL ORTHOGONAL COORDINATES OF DEFORMATION; 1-3 EQUILIBRIUM STATES AND STABILITY -- CRITICAL STATES CRITICAL AND NON- CRITICAL COORDINATES; 1-4 BRANCHING OF EQUILIBRIUM PATHS AT A CRITICAL POINT -THE BUCKLING BEHAVIOR; 1-5 STABILITY OF EQUILIBRIUM NEAR A SIMPLEBRANCHING POINT | |
| 505 | 8 | |a 1-6 SYMMETRY IN THE CRITICAL COORDINATE AT A SIMPLEBRANCHING POINT1-7 PERFECT ELASTIC SYSTEMSDEPENDING ON SEVERAL LOAD PARAMETERS-EQUILIBRIUM HYPER-SURFACES; 1-8 ELASTIC STRUCTURAL SYSTEMS WITH NON-ORTHOGONAL GENERALIZED COORDINATES- SOLUTION OF THE NON-LINEAR EQUILIBRIUM EQUATIONS AT A BRANCHING POINT; 1-9 SEVERAL CRITICAL COORDINATES- BRANCHING POINTS OF SYSTEMS WITH SEVERAL DEGREES OF FREEDOM; 1-10 SYMMETRICAL ELASTIC STRUCTURAL SYSTEMS -COMPLETE SYMMETRY; 1-11 BUCKLING OF GEOMETRICALLY IMPERFECT ELASTICSY STEMS- EQUILIBRIUM PATHS OF IMPERFECT SYSTEMS | |
| 505 | 8 | |a 1-12 EQUILIBRIUM PATHS OF IMPERFECT SYMMETRICAL SYSTEMS1-13 ADJACENT BRANCHING POINTS- COUPLED MODES OF ELASTIC BUCKLING; Chapter2. Analysis of Prismatic Members as Constitutive Elements of a System; 2-1 BUCKLING OF COMPRESSIVE MEMBERS IN A PLANE- FLEXURAL ELASTICA; 2-2 TRANSVERSE DEFORMATIONS; 2-3 GEOMETRICAL COMPATIBILITY; 2-4 COORDINATES OF DEFORMATION OF COMPRESSIVE MEMBERS; 2-5 INTERNAL FORCES; 2-6 INTERNAL ENERGY; 2-7 SUMMARY OF BASIC EQUATIONS FOR COMPRESSIVE MEMBERS- GENERALIZED EQUILIBRIUM EQUATIONS; 2-8 INFLECTIONAL ELASTICA OF TENSILE MEMBERS | |
| 505 | 8 | |a 2-9 SUMMARY OF BASIC EQUATIONS FOR INFLECTIONALTENSILE MEMBERS2-10 NON-INFLECTIONAL ELASTICA OF TENSILE MEMBERSNON-SYMMETRICAL CASES; 2-11 SUMMARY OF BASIC EQUATIONS FOR NON-SYMMETRICAL,NON-INFLECTIONAL TENSILE MEMBERS; 2-12 SUMMARY OF BASIC EQUATIONS FOR SYMMETRICALTENSILE MEMBERS; 2-13 CATEGORIES OF PRACTICAL DEFORMATIONS; 2-14 GENERALIZED EQUILIBRIUM EQUATIONS FOR SINGLE MEMBERS- BUCKLING OF PRISMATIC BARS; 2-15 THE FIRST-ORDER THEORY; 2-16 PIN-ENDED MEMBERS OR COLUMNS; Chapter3. Elastic Buckling and Stability of Statically Determinate Plane Frameworks | |
| 505 | 8 | |a 3-1 GENERAL FORMS OF THE FORCE-DISPLACEMENTRELATIONSHIPS FOR PERFECT MEMBERS3-2 ELASTIC BUCKLING OF ISOSTATIC FRAMES IN EQUILIBRIUMGENERALTHEORY; 3-3 ELASTIC STABILITY IN STATICAL EQUILIBRIUM; 3-4 APPLICATIONS OF THE THEORY- TESTS ON MODEL FRAMES; 3-5 EXPERIMENTAL DETERMINATION OF CRITICAL STATES -THE SOUTHWELL PLOT; 3-6 THE ENERGY METHOD- THE TOTAL POTENTIAL ENERGY SURFACES OF STATICALLY DETERMINATE FRAMEWORKS; 3-7 GRAPHICAL SOLUTION; Chapter 4. Elastic Buckling of ContinuousRigidly-jointed Plane Frameworks; 4-1 CRITICAL STATES-DISTINCTIONS BETWEEN BRACEDAND UNBRACED FRAMES | |
| 520 | |a The Stability of Elastic Systems. | ||
| 650 | 0 | |a Elastic analysis (Engineering) | |
| 650 | 0 | |a Buckling (Mechanics) | |
| 650 | 0 | |a Structural frames. | |
| 650 | 0 | |a House framing. | |
| 650 | 0 | |a Framing (Building) | |
| 650 | 6 | |a Analyse �elastique (Ing�enierie) |0 (CaQQLa)201-0120366 | |
| 650 | 6 | |a Flambage (R�esistance des mat�eriaux) |0 (CaQQLa)201-0026340 | |
| 650 | 6 | |a Charpentes. |0 (CaQQLa)201-0029291 | |
| 650 | 7 | |a warping. |2 aat |0 (CStmoGRI)aat300155059 | |
| 650 | 7 | |a buckling. |2 aat |0 (CStmoGRI)aat300072663 | |
| 650 | 7 | |a structural frames. |2 aat |0 (CStmoGRI)aat300001479 | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Civil |x General. |2 bisacsh | |
| 650 | 7 | |a House framing |2 fast |0 (OCoLC)fst00961971 | |
| 650 | 7 | |a Framing (Building) |2 fast |0 (OCoLC)fst00933615 | |
| 650 | 7 | |a Buckling (Mechanics) |2 fast |0 (OCoLC)fst00840001 | |
| 650 | 7 | |a Elastic analysis (Engineering) |2 fast |0 (OCoLC)fst00904183 | |
| 650 | 7 | |a Structural frames |2 fast |0 (OCoLC)fst01135685 | |
| 776 | 0 | 8 | |i Print version: |a Britvec, S.J. |t Stability of Elastic Systems : Pergamon Unified Engineering Series. |d Burlington : Elsevier Science, �2014 |z 9780080103563 |
| 830 | 0 | |a Pergamon unified engineering series. | |
| 856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/book/9780080103563 |z Texto completo |