| SPRING
2008 |
ME492 Advanced Topics in Structural
Mechanics DYNAMICS OF STRUCTURES |
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(chapters) |
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| 1. Simple structures 2. Single-Degree-of-Freedom sytem 3. Force-displacement relation 4. Damping force 5. Equation of motion: external force 6. Mass-spring-damper system 7. Equation of motion: earthquake excitation 8. Problem statement and element forces 9. Combining static and dynamic responses 10. Methods of solution of the differential equations |
pp. 3-34 |
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| 1. Undamped free vibrations 2. Viscously damped free vibrations 3. Coulomb-damped free vibrations |
pp. 39-61 |
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| 1. Harmonic vibrations of
undamped systems 2. Harmonic vibrations with viscous damping 3. Response to vibration generator 4. Natural frequency and damping from harmonic tests 5. Energy dissipated in viscous damping |
pp. 65-90. pp. 99-103 |
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| 1. Response to unit impulse 2. Response to arbitrary force 3. Step force 4. Ramp or linearly increasing force 5. Step force with finite rise time |
pp. 125-135 |
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| 1. Time-stepping methods 2. Interpolation of excitation 3. Central difference methods 4. Newmark's methods 5. Stability and computational error 6. Analysis of nonlinear response |
5 pp. 165-193 |
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| VI. SDF Systems: Earthquake Response of Linear Systems | ||
| 1. Earthquake excitation 2. Equation of motion 3. response quantities 4. Response history 5. Response spectrum concept 6. Deformation, pseudo-velocity, and pseudo-acceleration response spectra 7. Peak structural response from the response spectrum 8. Response spectrum characteristics 9. Elastic design spectrum 10. Comparison of design and response spectra 11. Distinction betweendesign and response spectra 12. Velocity and acceleration response spectra |
pp. 197-245 |
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| 1. Force-deformation
relations 2. Normalized yield strength, yield strength reduction factor, and ductility factor 3. Equation of motion and controlling parameters 4. Effects of yielding 5. Response spectrum for yield deformation and yield strength 7. Yield strength and deformation from the response spectrum 8. Relative effects of yielding and damping 9. Dissipated energy 10. Energy dissipation devices 11. Inelastic design spectrum 12. Application of the design spectrum 13. Comparison of design and response spectra |
pp. 257-302 |
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| 1. Generalized SDF systems 2. Systems with distributed mass and elasticity 3. Natural vibration frequency by Rayleigh's method |
8 pp. 305-307 309-321 328-332 |
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| IX. MDF Systems: Equations of Motion, Problem Statement, and Solution Methods | ||
| 1. Simple system: two-story
shear building 2. General approach for linear systems 3. Static condensation 4. Planar or symmetric-plan systems: ground motion 5. Multiple support excitation 6. Inelastic systems 7. Problem statement 8. Element force 9. Methods for solving the equations of motion: overview |
pp. 345-375 384-391 |
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| X.
MDF
Systems: Free Vibrations |
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| 1. Systems without damping 2. Natural vibration frequencies and modes 3. Modal and spectral matrices 4. Orthogonality of modes 5. Interpretation of modal orthogonality 6. Normalization of modes 7. Modal expansion of displacements 8. Solution of free vibration equations: undamped systems 9. Free vibration of systems with damping 10. Solution of free vibration equations: classically damped systems 11. Solution methods for the eigenvalue problem 12. Rayleigh quotient 13. Inverse vector iteration method |
pp. 401-435 |
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| XI.
MDF
Systems: Damping in Structures |
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| 1. Example of vibration
properties 2. Estimating modal damping ratios 3. Damping matrix 4. Classical damping matrix |
pp. 447-458 |
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| XII.
MDF
Systems: Dynamic Analysis and
Response of Linear Systems |
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| 1. Analysis of two-dof
systems without damping 2. Vibration absorber or tuned mass damper 3. Modal equations for undamped systems 4. Modal equations for damped systems 5. Displacement response 6. Element forces 7. Modal analysis: summary |
pp. 467-482 |
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| XIII. MDF Systems: Earthquake Analysis of Linear Systems | ||
| 1. Modal analysis 2. Multistory buildings with symmetric plan 3. Peak response from earthquake response spectrum 4. Multistory buildings with symmetric plan |
pp. 507-532 555-572 |
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| XIV. Systems with Distributed Mass and Elasticity | ||
| 1. Equation of undamped
motion: applied forces 2. Equation of undamped motion: support excitation 3. Natural vibration frequencies and modes 4. Modal orthogonality 5. Modal analysis of forced dynamic response 6. Earthquake response history analysis 7. Earthquake response spectrum analysis 8. Difficulty in analyzing practical systems |
16 pp. 629-658 |
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| XV. Finite Elements in Structural Dynamics | ||
| 1. Rayleigh-Ritz
method 2. Finite Element method 3. Mass and damping matrices 4. Natural frequencies and modes 5. Response history: modal methods 6. Response history: direct integration methods 7. Explicit direct integration 8. Implicit direct integration 9. Direct integration: stability and accuracy analysis |
17 pp. 661-684 |
Cook: Ch11 - pp
373-426 |