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1. A simplified seismic design method for limited-ductility steel multi-tiered concentrically braced frames in moderate seismic regions.

2. Toward a better understanding of the dynamic characteristics of single-storey braced steel frame buildings in Canada.

3. Seismic response and design of steel multi-tiered concentrically braced frames of the conventional construction category in moderate seismic regions of Eastern Canada.

4. Combination rule for the prediction of the seismic demand on columns of regular bridges under bidirectional earthquake components.