2023
DOI: 10.1016/j.engstruct.2023.116337
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Seismic design and hybrid simulation test of existing concrete frames upgraded by metallic damper

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Cited by 7 publications
(3 citation statements)
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“…Compared with the flexural-type metal dampers, the shear-type metal dampers have higher stiffness and bearing capacity due to in-plane deformation behavior. To effectively make full use of the steel materials, the yield energy dissipation segment of steel plates is often induced directionally by means of a weakening section, resulting in the development of an X-shaped metal damper [25][26][27][28][29][30][31]. X-shaped metal dampers were used in combination with the stiffening ribs to restrict the out-of-plane deformation of steel plates, such as the channel-like section steel in precast steel-concrete frame structures [27,28], shape-optimized composite metallic yielding dampers in framebracing structures [29], steel panel dampers in precast rocking wall structures [30], etc.…”
Section: Introductionmentioning
confidence: 99%
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“…Compared with the flexural-type metal dampers, the shear-type metal dampers have higher stiffness and bearing capacity due to in-plane deformation behavior. To effectively make full use of the steel materials, the yield energy dissipation segment of steel plates is often induced directionally by means of a weakening section, resulting in the development of an X-shaped metal damper [25][26][27][28][29][30][31]. X-shaped metal dampers were used in combination with the stiffening ribs to restrict the out-of-plane deformation of steel plates, such as the channel-like section steel in precast steel-concrete frame structures [27,28], shape-optimized composite metallic yielding dampers in framebracing structures [29], steel panel dampers in precast rocking wall structures [30], etc.…”
Section: Introductionmentioning
confidence: 99%
“…To effectively make full use of the steel materials, the yield energy dissipation segment of steel plates is often induced directionally by means of a weakening section, resulting in the development of an X-shaped metal damper [25][26][27][28][29][30][31]. X-shaped metal dampers were used in combination with the stiffening ribs to restrict the out-of-plane deformation of steel plates, such as the channel-like section steel in precast steel-concrete frame structures [27,28], shape-optimized composite metallic yielding dampers in framebracing structures [29], steel panel dampers in precast rocking wall structures [30], etc. For the tension-yield-type metal damper, round steel has been successfully used in the wall toe of the unbonded post-tensioned precast concrete walls [30,32].…”
Section: Introductionmentioning
confidence: 99%
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