$450 in 6 installments
Regular price
$199.00
180-day Summer-School Pricing
$425.00
Pay once and save
Introduction to Structural Dynamics
Introduction: Dynamic Equilibrium
Introduction: Introductory Examples
Introduction: Frame-Element Stiffness Coefficients
Fundamentals: Introduction
Fundamentals: Equation of Motion
Fundamentals: Assembling a Mass Matrix
Fundamentals: Assembling a Damping Matrix
Fundamentals: Assembling a Stiffness Matrix
Fundamentals: Introduction of Static Condensation
Fundamentals: Converting N Equations to Matrices
Fundamentals: Earthquake Excitation
Assembling an Element Stiffness Matrix
Assembly of the Stiffness Matrix for a Portal Frame with Mixed Boundary Conditions
Assembling a Frame Stiffness Matrix
Assembling the full 12x12 Stiffness Matrix of a Portal Frame
More Stiffness-Matrix Fun
Partitions and Condensation of the Stiffness Matrix
Degrees of Freedom: Truss System vs. Frame system
Free-Vibration Response of a SDOF System
Solving Ordinary Differential Equations (ODE)
Solving the Equation of Motion (EOM) as an ODE
Free-Vibration Response of Undamped SDOF
Natural Frequency/Period of Vibration
Free-Vibration Response of Undamped SDOF -- Review
Free-Vibration Response of Damped SDOF System: Introduction
Free-Vibration Response of Underdamped SDOF System
Free-Vibration Response of Critically-Damped SDOF System
Free-Vibration Response of Overdamped SDOF System
Logarithmic Decay in Free Vibration of Damped SDOF System
Summary of Free-Vibration Response of Undamped and Damped SDOF System
Coulomb Damping
Forced-Vibration Response: Review of Free-Vibration Response and ODEs
Forced-Vibration Response: Solution to ODE
Forced-Vibration Response: Constant-Force Excitation
Response to Constant Force, Revisited
Forced-Vibration Response: Static vs. Dynamic Problem
How Do You Compute the Damping Ratio from the Response?
Forced-Vibration Response -- Harmonic Force, Undamped SDOF
Forced-Vibration Response -- Harmonic Force, Undamped SDOF
Forced-Vibration Response -- Harmonic Force, Damped SDOF
Forced-Vibration Response -- Harmonic Force, Undamped SDOF, Revisited
Forced-Vibration Response -- Harmonic Force, Damped SDOF, Revisited
Forced-Vibration Response -- Applications of Harmonic Excitation
Forced-Vibration Response -- Energy Concepts
Forced-Vibration Response -- More Applications of Harmonic Excitation
Response to Harmonic Excitation, Revisited
Response To Periodic Function
Response to Periodic Excitation, Revisited
Reading the Displacement Amplification and Phase Lag Plots
Response to Arbitrary Time-Varying Force
Response to Arbitrary Time-Varying Force, Revisited
Response To Pulse Excitation, Part I
Response To Pulse Excitation, Part II
Review of Response to Arbitrary Time-Varying Excitation
Response to Pulse Excitation
Response to Pulse Excitation Example: Square Pulse
Time-Stepping Numerical Methods
Time-Stepping Numerical Methods, Revisited
Generalized SDOF System
First View of Dynamics of MDOF
Dynamics of MDOF Systems, Fundamentals: Developing the Equation of Motion
Dynamics of MDOF Systems, Fundamentals: Developing the Equation of Motion, Revisited
MDOF Systems: Static Condensation
MDOF Systems: Static Condensation, Revisited
MDOF Systems: Ground-Motion Input
StructuralDynamics_SilviaMazzoni_OverviewofMDOF
MDOF Systems: Modes of Vibration, Eigenvalues, & Eigenvectors
MDOF Systems: Free-Vibration Response & The Eigenvalue Problem
MDOF Systems: Free-Vibration Response & The Eigenvalue Problem, Revisited
Free-Vibration Response of MDOF System: Undamped
Free-Vibration Response of MDOF System: Example of Undamped System
Free-Vibration Response of MDOF System: Damped System
Free-Vibration Response of MDOF System: Damped System, continued
Free-Vibration Response of MDOF System: Assembling the Damping Matrix
Forced-Vibration Response of MDOF
Forced-Vibration Response of MDOF -- Example
Modal Expansion of the Excitation Vector
MDOF-System Response Demos..... and an Introduction to the Response Spectrum
Modal Expansion of the Excitation Vector, Revisited
Modal Analysis of Ground-Motion Excitation
Response-Spectrum Analysis
Review of the Response Spectrum
Introduction to Design Spectra
Question: Is PSA the equal to Relative Acceleration?
Question: Is Fourier Spectrum the same as Response Spectrum?
Question: Why do we use 5% as the Default Value for Damping??
Response-Spectrum Analysis for MDOFs
Structural Dynamics Review: Part I
Structural Dynamics Review: Part II
Introduction of MDOF Systems
Assembling the Equation of Motion of MDOF
Free Vibration of MDOF Systems (Eigenvalues, etc)
StrxDyn00-CoverPage
StrxDyn01-Introduction
StrxDyn02a-FundamentalsReview
StrxDyn02b-FundamentalsReview -- StiffnessMatrix
StrxDyn02c-FundamentalsReview -- FourierSeries
StrxDyn03-FreeVibrationResponse
StrxDyn04-FreeVibrationResponse_Damped
StrxDyn05a-ForcedVibrationResponse_ConstForce
StrxDyn05b-ForcedVibrationResponse_Harmonic_Undamped
StrxDyn06-ForcedVibrationResponse_Harmonic
StrxDyn07a-ForcedVibrationResponse_HarmonicApplications
StrxDyn07b-ForcedVibrationResponse_moreHarmonicApplications
StrxDyn07c-ForcedVibrationResponse_EnergyConcepts
StrxDyn08a-ForcedVibrationResponse_PeriodicExcitation
StrxDyn08b-ForcedVibrationResponse_PeriodicExcitationExamples
StrxDyn09-ForcedVibrationResponse_ArbitraryTimeVaryingforce
StrxDyn10a-ResponseToPulse
StrxDyn10b-ResponseToArbitrary_Summary
StrxDyn11a-NumericalMethods
StrxDyn11b-NumericalMethodsSummary
StrxDyn12-GeneralizedSDOF
StrxDyn13a-MDOFsystems
StrxDyn13b-MDOFsystems_GroundMotions
StrxDyn14a-MDOFsystems
StrxDyn14b-MDOF_EigenvalueProblem
StrxDyn15-MDOF_unsymmPlan
StrxDyn16-MDOFfreeVib
StrxDyn17-MDOFfreeVib
StrxDyn18-MDOFmodalAnalysis
StrxDyn19-MDOFmodalExpansionOfExcitation
StrxDyn20-MDOFgroundExcitation
StrxDyn21-ResponseSpectrumAnalysis
StrxDyn22-MDOF_ResponseSpectrumAnalysis
StrxDyn23-DesignSpectra
StrxDyn101-PartI_SDOF_ReviewSummary
StrxDyn102-PartII_FinalReviewSummary