Title: Pseudodynamic Test Method for the MOST Experiment
1Pseudodynamic Test Method for the MOST Experiment
George E. Brown, Jr. Network for Earthquake
Engineering Simulation
- P. Benson Shing
- University of Colorado at Boulder
2Pseudodynamic Test Method
3Integration Schemes
- Central Difference
- Constant Average Acceleration
- a Method
- a-OS Method
4Advantages of a-OS Method
- Unconditionally stable implicit scheme
- No iteration is required for a nonlinear structure
Drawbacks
- Larger frequency distortion.
- Larger experimental error effect.
5a Method of Hilber, Hughes and Taylor
6a-OS Method
Predictor
Corrector
7(No Transcript)
8Restoring Force Approximation
9Modified Equations of Motion
10Multi-Site Substructure Tests
11Multi-Site Substructure Tests
12Multi-Site Substructure Tests
13Implementation
- Compute predictor displacements .
- Impose on the test structures.
- Compute with the computation
model. - Measure and developed by
the test structures. - Solve the equations of motion for .
- Compute corrected displacement .
14Implementation
- Compute .
- Set i i 1 and go to Step 1.
15(No Transcript)
16Real-Time Ramp Function Generation/Feedback
17Possible Improvement
18Error Correction
I-Modification - Introduces some damping effect
This could potentially lead to large artificial
damping.