Seismic design and performance of steel concentrically braced frame buildings with dissipative floor connectors

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This paper presents a numerical study assessing the seismic performance of steel moment-resisting frames (SMRFs) designed with ductile exposed column-base plate (ECBP) connections employing yielding anchor rods. For their potential use as weak bases, the p ...

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Seismic design and performance of steel concentrically braced frame buildings with dissipative floor connectors

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Probabilistic seismic performance assessment of steel moment-resisting frames considering exposed column-base plate connections with ductile anchor rods

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