An overview of research findings regarding the seismic performance of moment resisting timber frames is presented. Particular emphasis is given to the evaluation of the Action Reduction Factor (ARF) for the seismic design of moment resisting timber frames, and to some important detailing rules to be followed to ensure the optimum structural performance. An ARF of 2 was found to be appropriate for one-storey buildings with moment resisting frames.
Seismic performance of moment resisting timber frames
CECCOTTI, ARIO;
1998-01-01
Abstract
An overview of research findings regarding the seismic performance of moment resisting timber frames is presented. Particular emphasis is given to the evaluation of the Action Reduction Factor (ARF) for the seismic design of moment resisting timber frames, and to some important detailing rules to be followed to ensure the optimum structural performance. An ARF of 2 was found to be appropriate for one-storey buildings with moment resisting frames.
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