Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eccentric supporting energy dissipation beam and eccentric supporting component
The invention discloses an eccentric supporting energy-dissipation beam which comprises a first energy-dissipation beam section, a second energy-dissipation beam section and a third energy-dissipation beam section which are sequentially connected in the first direction, and the first energy-dissipation beam section, the second energy-dissipation beam section and the third energy-dissipation beam section meet the condition that Ms is equal to mu. VS, mS is the full-plastic flexural capacity of the first energy dissipation beam section or the third energy dissipation beam section; vS is the full-plastic shear bearing capacity of the second energy dissipation beam section; mu is a constant coefficient, and the value range of mu is larger than or equal to 1.1 and smaller than or equal to 1.25; and equivalent. The energy dissipation capacity of the eccentric supporting energy dissipation beam can be fully exerted, and the influence of disasters caused by the descending speed of structural rigidity and too fast deformation is reduced.
本发明公开了一种偏心支撑耗能梁，所述偏心支撑耗能梁包括沿第一方向顺序连接的第一耗能梁段、第二耗能梁段以及第三耗能梁段，所述第一耗能梁段、所述第二耗能梁段和所述第三耗能梁段满足：Ms≡μ·VS，其中，MS为所述第一耗能梁段或所述第三耗能梁段的全塑性受弯承载力；VS为所述第二耗能梁段的全塑性受剪承载力；μ为常数系数，取值范围为1.1≤μ≤1.25；≡表示相当于。本发明的偏心支撑耗能梁的耗能能力可以充分发挥，降低结构刚度的下降速度和变形过快而引起的灾害影响。
Eccentric supporting energy dissipation beam and eccentric supporting component
The invention discloses an eccentric supporting energy-dissipation beam which comprises a first energy-dissipation beam section, a second energy-dissipation beam section and a third energy-dissipation beam section which are sequentially connected in the first direction, and the first energy-dissipation beam section, the second energy-dissipation beam section and the third energy-dissipation beam section meet the condition that Ms is equal to mu. VS, mS is the full-plastic flexural capacity of the first energy dissipation beam section or the third energy dissipation beam section; vS is the full-plastic shear bearing capacity of the second energy dissipation beam section; mu is a constant coefficient, and the value range of mu is larger than or equal to 1.1 and smaller than or equal to 1.25; and equivalent. The energy dissipation capacity of the eccentric supporting energy dissipation beam can be fully exerted, and the influence of disasters caused by the descending speed of structural rigidity and too fast deformation is reduced.
本发明公开了一种偏心支撑耗能梁，所述偏心支撑耗能梁包括沿第一方向顺序连接的第一耗能梁段、第二耗能梁段以及第三耗能梁段，所述第一耗能梁段、所述第二耗能梁段和所述第三耗能梁段满足：Ms≡μ·VS，其中，MS为所述第一耗能梁段或所述第三耗能梁段的全塑性受弯承载力；VS为所述第二耗能梁段的全塑性受剪承载力；μ为常数系数，取值范围为1.1≤μ≤1.25；≡表示相当于。本发明的偏心支撑耗能梁的耗能能力可以充分发挥，降低结构刚度的下降速度和变形过快而引起的灾害影响。
Eccentric supporting energy dissipation beam and eccentric supporting component
偏心支撑耗能梁和偏心支撑构件
HUANG YOUQIANG (Autor:in) / CHEN SHIXI (Autor:in) / YAN JIAXIANG (Autor:in)
21.03.2023
Patent
Elektronische Ressource
Chinesisch
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