1.1 Kinematics of particles
1.2 Kinetics of particles
1.3 Power, work, and energy
1.4 Conservation of energy
1.5 Dynamics of rigid bodies
1.6 Example
1.7 The Euler{Lagrange equations
1.8 Summary
2 Numerical Solution of Ordinary Di_erential Equations
2.1 Why numerical methods?
2.2 Practical implementation
2.3 Analysis of a first order equation2.4 Analysis of second order di_erential equations
2.4.1 The central di_erence method
2.4.2 The generalized trapezoidal rule
2.4.3 Newmark's method
2.5 Performance of the methods
2.6 Summary
3 Single-Degree-of-Freedom Systems
3.1 The SDOF oscillator
3.2 Undamped free vibration
3.3 Damped free vibration
3.4 Forced vibration3.4.1 Suddenly applied constant load
3.4.2 Sinusoidal load
3.4.3 General periodic loading
3.5 Earthquake ground motion3.6 Nonlinear response
xiii
xiv Contents
3.7 Integrating the equation of motion
3.8 Example
4 Systems with Multiple Degrees of Freedom
4.1 The 2{DOF system as a warm-up problem
4.2 The shear building4.3 Free vibration of the NDOF system
4.3.1 Orthogonality of the eigenvectors
4.3.2 Initial conditions
4.4 Structural damping4.4.1 Modal damping
4.4.2 Rayleigh damping
4.4.3 Caughey damping
4.4.4 Non-classical damping4.5 Damped forced vibration of the NDOF system
4.6 Resonance in NDOF systems
4.7 Numerical integration of the NDOF equations
5 Nonlinear Response of NDOF Systems
5.1 A point of departure
5.2 The shear building, revisited
5.3 The principle of virtual work5.4 Nonlinear dynamic computations
5.5 Assembly of equations
5.6 Adding damping to the equations of motion
5.7 The structure of the NDOF code5.8 Implementation
6 Earthquake Response of NDOF Systems
6.1 Special case of the elastic system
6.2 Modal recombination
6.3 Response spectrum methods
6.4 Implementation
6.5 Example
7 Special Methods for Large Systems
7.1 Ritz projection onto a smaller subspace
7.2 Static correction method
7.3 Summary8 Dynamic Analysis of Truss Structures
8.1 What is a truss?
8.2 Element kinematics
8.3 Element and nodal static equilibrium
8.4 The principle of virtual work
8.5 Constitutive models for axial force
Contents xv
8.6 Solving the static equations of equilibrium
8.7 Dynamic analysis of truss structures
8.8 Distributed element mass
8.9 Earthquake response of truss structures
8.10 Implementation
8.11 Example
9 Axial Wave Propagation
9.1 The axial bar problem
9.2 Motion without applied loading
9.3 Classical solution by separation of variables
9.4 Modal analysis with applied loads
9.5 The Ritz method and _nite element analysis
9.5.1 Dynamic principle of virtual work
9.5.2 Finite element functions
9.5.3 A slightly di_erent formulation
9.5.4 Boundary conditions9.5.5 Higher order interpolation
9.5.6 Initial conditions
9.6 Axial bar dynamics code
10 Dynamics of Planar Beams: Theory10.1 Beam kinematics
10.1.1 Motion of a beam cross section
10.1.2 Strain{displacement relationships
10.1.3 Normal and shear strain
10.2 Beam kinetics
10.3 Constitutive equations
10.4 Equations of motion
10.4.1 Balance of linear momentum
10.4.2 Balance of angular momentum
10.5 Summary of beam equations
10.6 Linear beam theory
10.6.1 Linearized kinemati...
外文書商品之書封，為出版社提供之樣本。實際出貨商品，以出版社所提供之現有版本為主。部份書籍，因出版社供應狀況特殊，匯率將依實際狀況做調整。
無庫存之商品，在您完成訂單程序之後，將以空運的方式為你下單調貨。為了縮短等待的時間，建議您將外文書與其他商品分開下單，以獲得最快的取貨速度，平均調貨時間為1~2個月。
為了保護您的權益，「三民網路書店」提供會員七日商品鑑賞期(收到商品為起始日)。
若要辦理退貨，請在商品鑑賞期內寄回，且商品必須是全新狀態與完整包裝(商品、附件、發票、隨貨贈品等)否則恕不接受退貨。
