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結構力學中的定性理論--解的定性性質與存在性/高瞻系列/中外物理學精品書系

  • 作者:王大鈞//王其申//(美)何北昌|責編:潘麗娜
  • 出版社:北京大學
  • ISBN:9787301314968
  • 出版日期:2020/09/01
  • 裝幀:平裝
  • 頁數:395
人民幣:RMB 98 元      售價:
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內容大鋼
    本書是一本中外物理學精品書系叢書中的物理學術專著,內容包括:彈性結構線性振動的定性性質,其中主要是模態(含固有頻率和振型)的定性性質;線性彈性力學和線性結構理論的靜力解、模態解和動力響應解的存在性,應用Ritz近似法求解的收斂性,以及結構理論模型的合理性等基礎理論。本書可以作為有關力學及結構工程專業的研究生教材,也可作為從事力學理論研究和在結構工程、機械工程中進行振動試驗、計算和設計的眾多同行的參考書。

作者介紹
王大鈞//王其申//(美)何北昌|責編:潘麗娜

目錄
1 Overview
1.1 Brief History of the Development of the Qualitative
Theory in Structural Mechanics
1.2 Areas Covered in the Study of the Qualitative Theory in
Structural Mechanics
1.3 Key Theoretical Results and the Approach to Establish Them
1.4 Theoretical and Practical Significance of the Qualitative Theory
in Structural Mechanics
1.5 Overview of Qualitative Properties of Vibration Associated
with Bars
1.6 Overview of Qualitative Properties of Vibration Associated
with Beams
1.7 Overview of Qualitative Properties of Vibration and Static
Deformation Associated with Repetitive Structures
1.8 Overview of the Existence of Solutions in Elasticity and
Structural Theories as Well as Other Subjects in Fundamental
Theories
References
2 Oscillatory Matrices and Kernels as Well as Properties
of Eigenpairs
2.1 A Few Notations and Definitions
2.2 Some Relationships Among Minors
2.3 Jacobian Matrix
2.4 Oscillatory Matrices
2.5 Perron's Theorem and Compound Matrices
2.6 Eigenpairs of an Oscillatory Matrix
2.7 Integral Equations with Symmetric Kernels and the Concept
of Oscillatory Kernels
2.8 Perron's Theorem for Integral Equations and the Concept
of Compound Kernels
2.9 Eigenpairs of the Integral Equation with an Oscillatory
Kernel
2.10 Relationship Among Oscillatory Properties in Static
Deformation, Flexibility Functions (Matrices) Being Oscillatory
Kernels (Matrices), and Oscillatory Properties in Vibration
2.11 From Oscillatory Matrices to Oscillatory Kernels
References
3 Qualitative Properties of Vibration and Static Deformation
Associated with Discrete Systems of Strings and Bars
3.1 Discrete Systems of Strings and Bars
3.2 Basic Qualitative Properties of Vibration and Static
Deformation of Spring-Mass Systems
3.3 Necessary and Sufficient Conditions for Mode Shapes
of a Spring-Mass System
3.4 Modal Qualitative Properties of the Finite Difference System
of a Bar
3.5 Modal Qualitative Properties of the Finite Element System
of a Bar
3.6 Modal Qualitative Properties of the System Consisting of a
Massless Elastic Bar and a Number of Concentrated Masses

3.7 Modal Qualitative Properties of Discrete Systems of Strings
and Bars on Elastic Foundations
References
Qualitative Properties of Vibration and Static Deformation
Associated with Discrete Systems of Beams
4.1 The Finite Difference Model of a Beam and the Corresponding
Physical Model
4.2 Qualitative Properties of Vibration and Static Deformation
Associated with Finite Difference Systems of Well-Constrained
Beams
4.3 Modal Qualitative Properties of the Finite Difference System
of an Under-Constrained Beam
4.4 Numbers of Sign Reversals of Various Mode Shapes
Associated with the Finite Difference Systems of Beams
4.5 Construction of the Finite Difference System of a Beam
Using Modes
4.6 Interlacement of Natural Frequencies of the Finite Difference
System Modeling a Beam Subject to Various Boundary
Constraints
4.7 Oscillatory Properties of Finite Element Systems of a Beam...
4.8 Modal Qualitative Properties of Discrete Systems
of Multi-Span Beams
4.9 Modal Qualitative Properties of Discrete Systems
of Overhang Beams
References
5 Qualitative Properties of Vibration and Static Deformation
of the Sturm-Liouville System
5.1 Natural Vibration of the Sturm-Liouville System
5.2 Green's Function of the Sturm-Liouville System
5.3 Oscillatory Properties in Vibration and Static Deformation
of the Sturm-Liouville System
5.4 Number of Independent Modes of a Bar and Additional
Properties of Its Modal Shapes
5.5 Interlacement of Natural Frequencies of a Bar Subject
to Various Boundary Constraints
5.6 Comparison Between Discrete and Continuous Systems
References
6 Qualitative Properties of Vibration and Static Deformation
Associated with Continuous Systems of Beams
6.1 Differential Equation and Boundary Constraints
of a Vibrating Beam
6.2 Green's Function of a Beam
6.3 Oscillatory Properties in Static Deformation and Vibration
of a Well-Constrained Beam
6.4 Oscillatory Properties in Vibration of an Under-Constrained
Beam
6.5 Number of Independent Modes of a Beam
6.6 Additional Properties of Natural Frequencies of a Beam
6.7 Modal Qualitative Properties of the Continuous System
of an Overhang Beam

References
7 Qualitative Properties of Vibration and Static Deformation of
Repetitive Structures
7.1 Modal Qualitative Properties of Symmetric Structures
7.2 Modal Qualitative Properties of Rotationally Periodic
Structures
7.3 Modal Qualitative Properties of Linearly Periodic Structures...
7.4 Modal Qualitative Properties of Chain Structures
7.5 Modal Qualitative Properties of Axisymmetric Structures
7.6 Qualitative Properties of Forced Vibration of Repetitive
Structures
7.7 Dimension Reduction in Vibration and Shape Control
of Repetitive Structures
7.8 Qualitative Properties in Static Deformation of Repetitive
Structures
References
Theory on the Existence of Solutions in Structural Mechanics
8.1 Introduction
8.2 Variational Solutions for Three Categories of Problems in
Structural Theories
8.3 Existence of the Extremum of a Functional
8.4 Existence of Solutions of Static Deformation and Vibrational
Modes in Elasticity
8.5 Existence of Solutions of Static Deformation and Vibrational
Modes in Structural Theories
8.6 Validity of Models in Structural Theories
8.7 Convergence of the Ritz Method for Problem Solving in
Structural Theories
References
Index

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