Development of High Reliability Steel Structural System Using Structural Joints as Energy Dissipating Elements against Strong Earthquake

以结构节点作为抗强震耗能元件的高可靠性钢结构体系的开发

• 批准号: 12555159
• 负责人: INOUE Kazuo
• 金额: $ 8.06万
• 依托单位: KYOTO UNIVERSITY
• 依托单位国家: 日本
• 项目类别: Grant-in-Aid for Scientific Research (B)
• 财政年份: 2000
• 资助国家: 日本
• 起止时间: 2000 至 2001
• 项目状态: 已结题
• 来源: https://kaken.nii.ac.jp/en/grant/KAKENHI-PROJECT-12555159/
• 关键词: steel structure; beam-to-column connection; high strength bolt; knee brace damper; restriction of buckling; wide flange section; seismic performance; 接合部; 制震ダンパー; 実大実験; 高カボルト接合

A steel structural system which consists of wide-flange beams and columns connected by using buckling restrained knee brace dampers are proposed. The knee brace dampers are made of low yield strength steel and connected to beams and columns by high-strength bolts. These bolted dampers are intended to produce advantages on the steady quality assurance related to the construction work of the structural joints and the seismic resistance of the frames against strong earthquakes. In order to actualize this system, following investigations were conducted.1) The configuration of joint elements and the buckling restraining method for knee brace dampers are indicated. According to the proposed procedures, the full-scale experimental connections for loading tests are designed and fabricated.2) Loading tests for full-scale beam-column subassemblies of the proposed structural system are conducted. The fundamental mechanical properties, namely, the elastic stiffness of joint elements, the yield limit and the collapse limit of structures are experimentally inspected.3) The effective restraining method against the lateral buckling of a beam which is connected to the columns at the both ends by the knee brace damper system is suggested and its effectiveness are experimentally confirmed. The design procedures for the buckling restraining of the beam is indicated.4) The issues concerned with construction works for the proposed structural system are investigated, namely, the shop fabricating process, the erection at the construction site, the administration of fastening ultra high-strength bolts, the development of an efficient fastening machine.5) The calculating method of the stiffness and the strength of the knee brace damper systems are indicated. An example of a structural design for a 3 story building is shown and the structural performance and the cost for construction are compared with an ordinary moment resisting frame.

提出了由使用屈曲约束的膝盖支架阻尼器连接的宽范围梁和柱组成的钢结构系统。膝盖支撑阻尼器由低屈服强度钢制成，并通过高强度螺栓连接到梁和柱。这些螺栓阻尼器旨在在与结构关节的构建工作以及框架对强烈地震的地震抗性有关的稳定质量保证方面产生优势。为了实现该系统，进行了调查。1）指示关节元素的构型和膝盖支撑阻尼器的屈曲限制方法。根据提议的程序，设计和制造了用于加载测试的全尺度实验连接。2）进行了拟议的结构系统的全尺寸梁柱子组件的加载测试。基本的机械性能，即，在实验检查了关节元件的弹性刚度，结构的产量极限和结构的塌陷极限。3）有效的限制方法针对横向弯曲的横向屈曲，该梁通过膝盖支架板系统及其有效性证实了膝盖支撑系统的两端。 4）研究了针对拟议结构系统的建筑工程的问题，即店面制造过程，建筑工地的架设，固定的超高强度螺栓的管理，有效的固定机器的开发。显示了3层建筑的结构设计的一个示例，并将结构性能和构造成本与普通的抵抗力矩框架进行了比较。

项目成果

Keiichiro Suita, Kazuo Inoue, Ichiro Takeuchi, Nobuyoshi Uno: "Mechanical Behavior of Bolted Beam-to-Column Connections with Damping Elements"Proc.The Third Korea-Japan-Taiwan Joint Seminar on Earthquake Engineering for Building Structures. 117-125 (2001)

Keiichiro Suita，Kazuo Inoue，Ichiro Takeuchi，Nobuyoshi Uno：“带阻尼元件的螺栓梁柱连接的力学行为”，第三届韩日台建筑结构地震工程联合研讨会。

Keiichiro Suita, Kazuo Inoue, Ichiro Takeuchi, Nobuyoshi Uno: "Mechanical Behavior of Bolted Beam-to-Column Connections with Damping Elements"Proc. The Third Korea-Japan-Taiwan Joint Seminar on Earthquake Engineering for Building Structures. 117-125 (2001

Keiichiro Suita、Kazuo Inoue、Ichiro Takeuchi、Nobuyoshi Uno：“带有阻尼元件的螺栓梁柱连接的机械行为”Proc。

張シシュン, 吹田啓一郎, 井上一朗: "制震接合システムを用いた鋼骨組の試設計"日本建築学会大会学術講演梗概集. C-1構造III. 771-772 (2001)

张思顺、吹田敬一郎、井上一郎：“使用阻尼接合系统的钢框架试验设计”日本建筑学会会议记录 C-1 结构 III 771-772（2001 年）。

張シシュン, 吹田啓一郎, 井上一朗: "制震接合システムを用いた鋼骨組の試設計"日本建築学会大会学術講演梗概集. C-1 構造III. 771-772 (2001)

张四顺、吹田敬一郎、井上一郎：“使用阻尼接合系统的钢框架试验设计”日本建筑学会C-1结构会议学术讲座摘要771-772（2001）。

岡田忠義, 井上一朗, 吹田啓一郎, 張シシュン, 宇野暢芳, 竹内一郎: "高力ボルト接合を用いたH形鋼柱梁制震接合システムの力学挙動"日本建築学会大会学術講演梗概集. C-1 構造III. 841-844 (2001)

Tadayoshi Okada、Ichiro Inoue、Keiichiro Suita、Shishun 张、Nobuyoshi Uno、Ichiro Takeuchi：“采用高强度螺栓连接的 H 型钢柱梁阻尼连接系统的机械性能”日本建筑学会会议学术讲座摘要. C-1 结构 III。 841-844 (2001)