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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, Hui Zhang and Wenwei Yang
A steel plate shear wall often uses partially encased composite (PEC) columns instead of edge frame columns. Such a steel plate shear wall not only bears the gravity load of the structure and resists the bending moment caused by lateral force by taking a...
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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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