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Structural Evaluation of Timber-Concrete Composite Diaphragm
2017.05.10

Structural Evaluation of Timber-Concrete Composite Diaphragm

Korean Concrete Institute Spring Conference, May, 2017

Authors: Kim, Kyungtae ・ Kim, Jong-Ho

Abstract:

It is shown that in-plane deformation of the TCC floor diaphragm is much less than lateral load resisting system resulting the system can be assumed as a single degree of freedom or rigid diaphragm. It is therefore connection details that determines the effectiveness of the floor system under seismic loads. 

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