首页>
外国专利>
AXIAL YIELD TYPE ELASTO-PLASTIC HYSTERETIC BRACE AND DAMPING STEEL FARMED STRUCTURE
AXIAL YIELD TYPE ELASTO-PLASTIC HYSTERETIC BRACE AND DAMPING STEEL FARMED STRUCTURE
展开▼
机译：轴向屈服型弹塑性滞回支撑和阻尼钢网架结构
展开▼
页面导航
摘要
著录项
相似文献
摘要
PROBLEM TO BE SOLVED: To provide an axial yield type elasto-plastic hysteretic brace absorbing vibration energy such as an earthquake, wind force, or the like to a building or a steel farmed structure and a damping steel framed structure using the same. ;SOLUTION: In an axial yield type elasto-plastic hysteretic brace 1 in which a steel central axial force member 3 is inserted in a concrete member 2 for preventing buckling reinforced with a steel member 6 and an unbonded film 4 is formed at the interface between the steel central axial force member and the concrete 5 for preventing buckling. The cleavage line rigidity in the film thickness direction of the unbonding film is 0.1 N/mm2 or higher in between 0-50% in compression strain, 21,000 N/mm2 or lower in between 50-75% in compression strain and the film thickness dt, dw of the unbonded film is ≥0.5% as thick as the plate thickness (t) of the steel central axial force member and ≤10% as thin as the plate thickness (w) respectively to achieve the above property, moreover, it is achieved by use of the axial yield type elasto-plastic hysteretic brace to a damping steel framed structure.;COPYRIGHT: (C)2004,JPO
展开▼
机译：解决的问题：向建筑物或钢制农场结构以及使用它们的减震钢框架结构提供轴向屈服型弹塑性滞后支架，以吸收诸如地震，风力等振动能量。 ;解决方案：在轴向屈服型弹塑性滞后支架1中，钢制中心轴向力构件3插入混凝土构件2中，以防止用钢构件6加固而屈曲，并且在两者之间的界面处形成无粘结膜4钢制中心轴向力构件和防止弯曲的混凝土5。在未压缩膜的膜厚度方向上的解理线刚度为0.1N / mm 2 或更高，压缩应变在0-50％之间，为21,000N / mm 2 在压缩应变的50％至75％之间，且未粘结膜的膜厚d t ，d w 等于或小于板厚的0.5％。 t）的钢中心轴向受力部件和＆le;薄至板厚（w）的10％以实现上述特性，此外，它是通过使用轴向屈服型弹塑性滞后支撑来实现阻尼的钢框架结构。;版权所有：（C）2004，日本特许厅
展开▼
