钢材受弯屈服型消能支撑E67内力机4.8mB12-4-1铭材受容用服型道图12-4-3消能支撑荷载-变位滞回曲线
钢材受弯屈服型消能支撑
An important characteristic of the element is that thecompression brace disconnects from the rectangular steelframe so that buckling is prevented and pinched hystereticbehavior does not occur. Energy is dissipated by inelasticdeformation of the rectangular steel frame in the diagonaldirection ofthe tension brace.500mm2/R20RODSDLELEVATIONR2ORODRINGSR20ROOBRACINGPLAN
An important characteristic of the element is that the compression brace disconnects from the rectangular steel frame so that buckling is prevented and pinched hysteretic behavior does not occur. Energy is dissipated by inelastic deformation of the rectangular steel frame in the diagonal direction of the tension brace
（2）消能剪力墙energy-dissipatingshearwall消能缝消能缝消能缝消能缝直(a）竖缝剪力培(b）横缝剪力墙(c)斜缝剪力墙（d)周边缝剪力璃弹塑性材料阻尼器分离式剪力墙(f)（心整体剪力墙
（2）消能剪力墙 energy-dissipating shear wall
（3）消能节点energy-dissipatingnode[消能装暨消能装宣消能装置(a）梁柱消能节点(b）梁消能节点
（3）消能节点 energy-dissipating node
（4）消能联结energy-dissipating connection消能装罩消能缝(a）结构消能缝(b）结构消能联结(5)消能支撑或悬吊构件悬吊消能energy-dissipatingsupports andsuspended members例支消能竖向支承消能
（4）消能联结 energy-dissipating connection （5）消能支撑或悬吊构件 energy-dissipating supports and suspended members