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1.

図書
図書
1. Dynamic soil-structure interaction
John P. Wolf
出版情報: Englewood Cliffs, N.J. : Prentice-Hall, c1985  xiv, 466 p. ; 24 cm
シリーズ名: Prentice-Hall international series in civil engineering and engineering mechanics
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2.

図書
図書
2. Earthquake-induced structural pounding
Robert Jankowski, Sayed Mahmoud
出版情報: Cham : Springer, c2015  xiii, 156 p. ; 25 cm
シリーズ名: Geoplanet : earth and planetary sciences / editor-in-chief, Paweł Rowiński ; editors, Marek Banaszkiewicz ... [et al.]
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3.

図書
図書
3. Dynamics of structures : theory and applications to earthquake engineering. 2nd ed
Anil K. Chopra
出版情報: Upper Saddle River, N.J. : Prentice Hall, c2001  xxx, 844 p. ; 25 cm
シリーズ名: Prentice-Hall international series in civil engineering and engineering mechanics
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目次情報: 続きを見る
SINGLE-DEGREE-OF-FREEDOM SYSTEMS / I：
Equations of Motion, Problem Statement, and Solution Methods / 1：
Simple Structures
Single-Degree-of-Freedom System
Force-Displacement Relation
Damping Force
Equation of Motion: External Force
Mass-Spring-Damper System
Equation of Motion: Earthquake Excitation
Problem Statement and Element Forces
Combining Static and Dynamic Responses
Methods of Solution of the Differential Equation
Study of SDF Systems: Organization
Appendix 1: Stiffness Coefficients for a Flexural Element
Free Vibration / 2：
Undamped Free Vibration
Viscously Damped Free Vibration
Energy in Free Vibration
Coulomb-Damped Free Vibration
Response to Harmonic and Periodic Excitations / 3：
Viscously Damped Systems: Basic Results
Harmonic Vibration of Undamped Systems
Harmonic Vibration with Viscous Damping
Viscously Damped Systems: Applications
Response to Vibration Generator
Natural Frequency and Damping from Harmonic Tests
Force Transmission and Vibration Isolation
Response to Ground Motion and Vibration Isolation
Vibration-Measuring Instruments
Energy Dissipated in Viscous Damping
Equivalent Viscous Damping
Systems with Nonviscous Damping
Harmonic Vibration with Rate-Independent Damping
Harmonic Vibration with Coulomb Friction
Response to Periodic Excitation
Fourier Series Representation
Response to Periodic Force
Appendix 3: Four-Way Logarithmic Graph Paper
Response to Arbitrary, Step, and Pulse Excitations / 4：
Response to Arbitrarily Time-Varying Forces
Response to Unit Impulse
Response to Arbitrary Force
Response to Step and Ramp Forces
Step Force
Ramp or Linearly Increasing Force
Step Force with Finite Rise Time
Response to Pulse Excitations
Solution Methods
Rectangular Pulse Force
SINGLE-DEGREE-OF-FREEDOM SYSTEMS / I：
Equations of Motion, Problem Statement, and Solution Methods / 1：
Simple Structures
4.

図書
図書
4. Matrix analysis of structural dynamics : applications and earthquake engineering
Franklin Y. Cheng
出版情報: New York : Marcel Dekker, 2000, c2001  xv, 997 p. ; 26 cm
シリーズ名: Civil and environmental engineering ; 4
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目次情報: 続きを見る
Characteristics of free and forced vibrations of elementary systems
Eigensolution techniques and undamped response analysis of multiple-degree-of-freedom systems
Eigensolution methods and response analysis for proportional and non-proportional damping
Dynamic stiffness and energy methods for distributed mass systems
Dynamic stiffness method for coupling vibration, elastic media and Pdeltal effect
Consistent mass method of frames and finite elements
Numerical integration methods and seismic response spectra for single- and multi-components seismic input
Formulation and response analysis of 3-D building systems with walls and bracings
Various hysteresis models of non-linear response analysis
Static and dynamic lateral-force procedures and related effects in building codes of UBC-94, UBC-97, and IBC-2000
Problems; solutions
Appendices: Lagrange's equation
Derivation of ground rotation
Vector analysis fundamentals
Transformation matrix between JCS and GCS
Transformation matrix between ECS and GCS for beam column
Transformation matrix and stiffness matrix; of beams column with rigid zone
Computer program for Newmark method
Computer program for Wilson method
Computer program for CQC method
Goel steel-bracing hysteresis model and computer program
Takeda model for RC columns and beams and computer program
Cheng-Mertz model for bending coupling with shear and low-rise shear walls and computer program
Cheng-Lou axial hysteresis model for RC columns and walls and computer program
Characteristics of free and forced vibrations of elementary systems
Eigensolution techniques and undamped response analysis of multiple-degree-of-freedom systems
Eigensolution methods and response analysis for proportional and non-proportional damping
5.

図書
図書
5. Dynamics of structures : theory and applications to earthquake engineering. 3rd ed
Anil K. Chopra
出版情報: Upper Saddle River, N.J. : Pearson Prentice Hall, c2007  xxxiv, 876 p. ; 25 cm
シリーズ名: Prentice-Hall international series in civil engineering and engineering mechanics
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目次情報: 続きを見る
Foreword
Preface
Preface to the Second Edition
Preface to the First Edition
Acknowledgments
Single-Degree-of-Freedom Systems / Part I：
Equations of Motion, Problem Statement, and Solution Methods / 1：
Simple Structures / 1.1：
Single-Degree-of-Freedom System / 1.2：
Force-Displacement Relation / 1.3：
Damping Force / 1.4：
Equation of Motion: External Force / 1.5：
Mass-Spring-Damper System / 1.6：
Equation of Motion: Earthquake Excitation / 1.7：
Problem Statement and Element Forces / 1.8：
Combining Static and Dynamic Responses / 1.9：
Methods of Solution of the Differential Equation / 1.10：
Study of SDF Systems: Organization / 1.11：
Stiffness Coefficients for a Flexural Element / Appendix 1：
Free Vibration / 2：
Undamped Free Vibration / 2.1：
Viscously Damped Free Vibration / 2.2：
Energy in Free Vibration / 2.3：
Coulomb-Damped Free Vibration / 2.4：
Response to Harmonic and Periodic Excitations / 3：
Viscously Damped Systems: Basic Results / Part A：
Harmonic Vibration of Undamped Systems / 3.1：
Harmonic Vibration with Viscous Damping / 3.2：
Viscously Damped Systems: Applications / Part B：
Response to Vibration Generator / 3.3：
Natural Frequency and Damping from Harmonic Tests / 3.4：
Force Transmission and Vibration Isolation / 3.5：
Response to Ground Motion and Vibration Isolation / 3.6：
Vibration-Measuring Instruments / 3.7：
Energy Dissipated in Viscous Damping / 3.8：
Equivalent Viscous Damping / 3.9：
Systems with Nonviscous Damping / Part C：
Harmonic Vibration with Rate-Independent Damping / 3.10：
Harmonic Vibration with Coulomb Friction / 3.11：
Response to Periodic Excitation / Part D：
Fourier Series Representation / 3.12：
Response to Periodic Force / 3.13：
Four-Way Logarithmic Graph Paper / Appendix 3：
Response to Arbitrary, Step, and Pulse Excitations / 4：
Response to Arbitrarily Time-Varying Forces
Response to Unit Impulse / 4.1：
Response to Arbitrary Force / 4.2：
Response to Step and Ramp Forces
Step Force / 4.3：
Ramp or Linearly Increasing Force / 4.4：
Step Force with Finite Rise Time / 4.5：
Response to Pulse Excitations
Solution Methods / 4.6：
Rectangular Pulse Force / 4.7：
Half-Cycle Sine Pulse Force / 4.8：
Symmetrical Triangular Pulse Force / 4.9：
Effects of Pulse Shape and Approximate Analysis for Short Pulses / 4.10：
Effects of Viscous Damping / 4.11：
Response to Ground Motion / 4.12：
Numerical Evaluation of Dynamic Response / 5：
Time-Stepping Methods / 5.1：
Methods Based on Interpolation of Excitation / 5.2：
Central Difference Method / 5.3：
Newmark's Method / 5.4：
Stability and Computational Error / 5.5：
Analysis of Nonlinear Response: Central Difference Method / 5.6：
Analysis of Nonlinear Response: Newmark's Method / 5.7：
Earthquake Response of Linear Systems / 6：
Earthquake Excitation / 6.1：
Equation of Motion / 6.2：
Response Quantities / 6.3：
Response History / 6.4：
Response Spectrum Concept / 6.5：
Deformation, Pseudo-velocity, and Pseudo-acceleration Response Spectra / 6.6：
Peak Structural Response from the Response Spectrum / 6.7：
Response Spectrum Characteristics / 6.8：
Elastic Design Spectrum / 6.9：
Comparison of Design and Response Spectra / 6.10：
Distinction between Design and Response Spectra / 6.11：
Velocity and Acceleration Response Spectra / 6.12：
El Centro, 1940 Ground Motion / Appendix 6：
Earthquake Response of Inelastic Systems / 7：
Force-Deformation Relations / 7.1：
Normalized Yield Strength, Yield Strength Reduction Factor, and Ductility Factor / 7.2：
Equation of Motion and Controlling Parameters / 7.3：
Effects of Yielding / 7.4：
Response Spectrum for Yield Deformation and Yield Strength / 7.5：
Yield Strength and Deformation from the Response Spectrum / 7.6：
Yield Strength-Ductility Relation / 7.7：
Relative Effects of Yielding and Damping / 7.8：
Dissipated Energy / 7.9：
Energy Dissipation Devices / 7.10：
Inelastic Design Spectrum / 7.11：
Applications of the Design Spectrum / 7.12：
Generalized Single-Degree-of-Freedom Systems / 7.13：
Generalized SDF Systems / 8.1：
Rigid-Body Assemblages / 8.2：
Systems with Distributed Mass and Elasticity / 8.3：
Lumped-Mass System: Shear Building / 8.4：
Natural Vibration Frequency by Rayleigh's Method / 8.5：
Selection of Shape Function / 8.6：
Inertia Forces for Rigid Bodies / Appendix 8：
Multi-Degree-of-Freedom Systems / Part II：
Simple System: Two-Story Shear Building / 9：
General Approach for Linear Systems / 9.2：
Static Condensation / 9.3：
Planar or Symmetric-Plan Systems: Ground Motion / 9.4：
Unsymmetric-Plan Buildings: Ground Motion / 9.5：
Symmetric-Plan Buildings: Torsional Excitation / 9.6：
Multiple Support Excitation / 9.7：
Inelastic Systems / 9.8：
Problem Statement / 9.9：
Element Forces / 9.10：
Methods for Solving the Equations of Motion: Overview / 9.11：
Natural Vibration Frequencies and Modes / 10：
Systems without Damping / 10.1：
Modal and Spectral Matrices / 10.2：
Orthogonality of Modes / 10.4：
Interpretation of Modal Orthogonality / 10.5：
Normalization of Modes / 10.6：
Modal Expansion of Displacements / 10.7：
Free Vibration Response
Solution of Free Vibration Equations: Undamped Systems / 10.8：
Free Vibration of Systems with Damping / 10.9：
Solution of Free Vibration Equations: Classically Damped Systems / 10.10：
Computation of Vibration Properties
Solution Methods for the Eigenvalue Problem / 10.11：
Rayleigh's Quotient / 10.12：
Inverse Vector Iteration Method / 10.13：
Vector Iteration with Shifts: Preferred Procedure / 10.14：
Transformation of k[phi] = [omega superscript 2]m[phi] to the Standard Form / 10.15：
Damping in Structures / 11：
Experimental Data and Recommended Modal Damping Ratios
Vibration Properties of Millikan Library Building / 11.1：
Estimating Modal Damping Ratios / 11.2：
Construction of Damping Matrix
Damping Matrix / 11.3：
Classical Damping Matrix / 11.4：
Nonclassical Damping Matrix / 11.5：
Dynamic Analysis and Response of Linear Systems / 12：
Two-Degree-of-Freedom Systems
Analysis of Two-DOF Systems without Damping / 12.1：
Vibration Absorber or Tuned Mass Damper / 12.2：
Modal Analysis
Modal Equations for Undamped Systems / 12.3：
Modal Equations for Damped Systems / 12.4：
Displacement Response / 12.5：
Modal Analysis: Summary / 12.6：
Modal Response Contributions
Modal Expansion of Excitation Vector p(t) = sp(t) / 12.8：
Modal Analysis for p(t) = sp(t) / 12.9：
Modal Contribution Factors / 12.10：
Modal Responses and Required Number of Modes / 12.11：
Special Analysis Procedures
Static Correction Method / 12.12：
Mode Acceleration Superposition Method / 12.13：
Analysis of Nonclassically Damped Systems / 12.14：
Earthquake Analysis of Linear Systems / 13：
Response History Analysis
Multistory Buildings with Symmetric Plan / 13.1：
Multistory Buildings with Unsymmetric Plan / 13.3：
Torsional Response of Symmetric-Plan Buildings / 13.4：
Response Analysis for Multiple Support Excitation / 13.5：
Structural Idealization and Earthquake Response / 13.6：
Response Spectrum Analysis
Peak Response from Earthquake Response Spectrum / 13.7：
Reduction of Degrees of Freedom / 13.8：
Kinematic Constraints / 14.1：
Mass Lumping in Selected DOFs / 14.2：
Rayleigh-Ritz Method / 14.3：
Selection of Ritz Vectors / 14.4：
Dynamic Analysis Using Ritz Vectors / 14.5：
Analysis of Linear Systems with Nonclassical Damping / 15：
Analysis of Nonlinear Systems / 15.3：
Equation of Undamped Motion: Applied Forces / 16：
Equation of Undamped Motion: Support Excitation / 16.2：
Modal Orthogonality / 16.3：
Modal Analysis of Forced Dynamic Response / 16.5：
Earthquake Response History Analysis / 16.6：
Earthquake Response Spectrum Analysis / 16.7：
Difficulty in Analyzing Practical Systems / 16.8：
Introduction to the Finite Element Method / 17：
Formulation Using Conservation of Energy / 17.1：
Formulation Using Virtual Work / 17.2：
Disadvantages of Rayleigh-Ritz Method / 17.3：
Finite Element Method
Finite Element Approximation / 17.4：
Analysis Procedure / 17.5：
Element Degrees of Freedom and Interpolation Functions / 17.6：
Element Stiffness Matrix / 17.7：
Element Mass Matrix / 17.8：
Element (Applied) Force Vector / 17.9：
Comparison of Finite Element and Exact Solutions / 17.10：
Dynamic Analysis of Structural Continua / 17.11：
Earthquake Response and Design of Multistory Buildings / Part III：
Earthquake Response of Linearly Elastic Buildings / 18：
Systems Analyzed, Design Spectrum, and Response Quantities / 18.1：
Influence of T[subscript 1] and [rho] on Response / 18.2：
Influence of T[subscript 1] on Higher-Mode Response / 18.3：
Influence of [rho] on Higher-Mode Response / 18.5：
Heightwise Variation of Higher-Mode Response / 18.6：
How Many Modes to Include / 18.7：
Earthquake Analysis and Response of Inelastic Buildings / 19：
Nonlinear Response History Analysis
Equations of Motion: Formulation and Solution / 19.1：
Computing Seismic Demands: Factors To Be Considered / 19.2：
Story Drift Demands / 19.3：
Strength Demands for SDF and MDF Systems / 19.4：
Approximate Analysis Procedures
Motivation and Basic Concept / 19.5：
Uncoupled Modal Response History Analysis / 19.6：
Modal Pushover Analysis / 19.7：
Evaluation of Modal Pushover Analysis / 19.8：
Simplified Modal Pushover Analysis for Practical Application / 19.9：
Earthquake Dynamics of Base-Isolated Buildings / 20：
Isolation Systems / 20.1：
Base-Isolated One-Story Buildings / 20.2：
Effectiveness of Base Isolation / 20.3：
Base-Isolated Multistory Buildings / 20.4：
Applications of Base Isolation / 20.5：
Structural Dynamics in Building Codes / 21：
Building Codes and Structural Dynamics
International Building Code (United States), 2006 / 21.1：
National Building Code of Canada, 2005 / 21.2：
Mexico Federal District Code, 2004 / 21.3：
Eurocode 8, 2004 / 21.4：
Evaluation of Building Codes / 21.5：
Base Shear / 21.6：
Story Shears and Equivalent Static Forces / 21.7：
Overturning Moments / 21.8：
Concluding Remarks / 21.9：
Structural Dynamics in Building Evaluation Guidelines / 22：
Nonlinear Dynamic Procedure: Current Practice / 22.1：
SDF-System Estimate of Roof Displacement / 22.2：
Estimating Deformation of Inelastic SDF Systems / 22.3：
Nonlinear Static Procedure / 22.4：
Frequency-Domain Method of Response Analysis / 22.5：
Notation / B：
Answers to Selected Problems / C：
Index
Foreword
Preface
Preface to the Second Edition
6.

図書
図書
6. Dynamics of structures : theory and applications to earthquake engineering. 5th ed
Anil K. Chopra
出版情報: Hoboken, N.J. : Pearson, c2017  xxxi, 960 p. ; 27 cm
シリーズ名: Always learning
Prentice-Hall international series in civil engineering and engineering mechanics
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7.

図書
図書
7. Fundamentals of earthquake engineering
Nathan M. Newmark, Emilio Rosenblueth
出版情報: Englewood Cliffs, N.J. : Prentice-Hall, c1971  xvi, 640 p. ; 25 cm
シリーズ名: Prentice-Hall civil engineering and engineering mechanics series
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