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Zhanzhong Yin, Dazhe Feng and Wenwei Yang
In the current design of steel eccentrically braced frames (EBFs), the yielding link is coupled with the floor beam. This causes the design of cross-sectional dimensions of links to be enlarged, resulting in over-designed structures and foundations, and ...
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Zhanzhong Yin, Zhaosheng Huang, Hui Zhang and Dazhe Feng
In the current design method of the eccentrically braced frame structure, the energy dissipation link and the frame beam are both designed as a whole. It is difficult to accurately assess the degree of damage through this method, and it is also hard to r...
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Bruno Palazzo, Paolo Castaldo and Ivana Marino
A new replaceable hysteretic damper to better control seismic building damage, consisting of two or more adjacent steel vertical elements connected to each other with continuous mild/low strength steel shear links, is proposed and investigated in this pa...
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