Title: Time-history analysis  
Author: Ondrej Mar 23, 2010
Last Changed by: Ondrej Oct 20, 2022
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Test Problems (4)
    Page: Human-induced vibrations
    Page: Acceleration loading
    Page: Multi-pendulum model (Newton's cradle)
    Page: Time-history analysis
CSiBridge (1)
    Home page: Home
Tutorials (4)
    Page: Acceleration load in arbitrary direction
    Page: Tuned-mass damper
    Page: Time history
    Page: Time-history analysis first steps
Perform-3D (1)
    Page: Reduce analysis run time
ETABS (5)
    Home page: Home
    Page: Tension-only elements in ETABS
    Page: Global force balance relative error
    Page: Floor vibration due to human footfalls
    Page: P-Delta analysis parameters
SAP2000 (1)
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Technical Knowledge Base (43)
    Page: Progressive collapse analysis
    Page: Staged construction
    Page: Lane
    Page: Damping
    Page: Vehicle
    Page: Response spectrum analysis and nonlinear properties
    Page: Fast Nonlinear Analysis (FNA)
    Home page: Home
    Page: Acceleration FAQ
    Page: Initial conditions for free vibration
    Page: Time-history analysis FAQ
    Page: Direct-integration time-history analysis
    Page: Nonlinear buckling
    Page: Modal analysis FAQ
    Page: FNA application process
    Page: Cyclic pushover analysis
    Page: Archiving analysis models
    Page: Damping of stiff elements with inelastic softening
    Page: Manual multi-support excitation
    Page: Pseudo-static lateral analysis
    Page: Generating response-spectrum curves
    Page: Acceleration loads
    Page: Ball-bearing systems
    Page: Contact surface
    Page: Power-spectral-density FAQ
    Page: Hinge
    Page: Bridge modeler FAQ
    Page: Hinge FAQ
    Page: Ritz vs. Eigen vectors
    Page: Comparison between FNA and direct-integration time-history analyses
    Page: Time-history output-acceleration accuracy
    Page: Vibration FAQ
    Page: Damping FAQ
    Page: Tension and compression limits tips
    Page: Displacement time-history record
    Page: Using modal analysis to troubleshoot convergence failure
    Page: Nonlinear
    Page: Pile lateral support based on P-y curves
    Page: AISC Direct Analysis Method
    Page: Blast analysis
    Page: Gapping and nongapping soil
    Page: Modeling techniques FAQ
    Page: Material nonlinearity
SAFE (1)
    Home page: Home
Outgoing Links
Technical Knowledge Base (11)     Page: Manual multi-support excitation
    Page: Direct-integration time-history analysis
    Page: Material nonlinearity
    Page: Nonlinear
    Page: Modal analysis
    Page: Time-history output-acceleration accuracy
    Page: Time function
    Page: Link
    Page: Fast Nonlinear Analysis (FNA)
    Page: Damping
    Page: P-Delta effect