Comparison of numerical integration methods using a vRTHS of a 3 story steel frame
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vRTHS where the physical substructure is an actuator with a one-bay one-story steel frame and the numerical substructure is a three-story steel frame. The CATS controller is implemented to synchronize both substructure and different integration methods can be compared using different earthquakes and partitioned cases.
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Designsafe-CI创建时间：
2022-08-02
