Stress Transferring System and Structural Performance of Connections between Steel and Concrete Composite Members

钢与混凝土组合构件连接的应力传递系统与结构性能

• 批准号: 08305023
• 负责人: MATSUI Chiaki
• 金额: $ 6.59万
• 依托单位: KYUSHU UNIVERSITY
• 依托单位国家: 日本
• 项目类别: Grant-in-Aid for Scientific Research (A)
• 财政年份: 1996
• 资助国家: 日本
• 起止时间: 1996 至 1998
• 项目状态: 已结题
• 来源: https://kaken.nii.ac.jp/grant/KAKENHI-PROJECT-08305023/
• 关键词: Experimental Study; Elastic-Plastic Analysis; Earthquake Response Behavior; Elastic-Plastic Behavior; Mixed Member; Connections; Column Base; Frames; 耐震性能; SRC・RC混合部材; SRC・RC混合骨組; 地震応答解析; 構造の切替階; 応力伝達機構; 鉄骨露出型柱脚; SRC-RC混合部材; SRC柱とCFT柱の継手 /

Behavior and structural performance of members, connections, column base and frames composed of steel and concrete composite structures shown as follows were studied, in order to make clear the stress transferring system between different structural elements through connections.1. Members1.1 Mechanical characteristics of SRC - RC mixed members1.2 Mechanical characteristics of CFT - SRC mixed memebers1.3 Reinforcing method for RC suspended slabs connected to steel beams1.4 Reinforcing method for RC suspended slabs connected to SRC beams beams2. Column Base2.1 Mechanical characteristic of exposed-type steel-column base2.2 Mechanical characteristics of steel tubular column bases reinforced with RC2.3 Mechanical characteristics of SRC column bases2.4 Mechanical characteristics of column base-to-steel beam connections3. Connections3.1 Analysis of stress transferring system between members through connections4. Frames4.1 Effect of restoring force characteristics of column base on inelastic response behavior of steel frame under earthquake ground motion4.2 Earthquake response behavior of strain rate in members of steel frame subjected to horizontal and vertical directions of ground motion4.3 Dynamic behaviors of multi-story hybrid frames consisted of SRC and RC structures

研究了钢-混凝土组合结构的构件、节点、柱脚和框架的受力性能，以明确不同结构构件之间通过节点的应力传递体系. 1.1型钢混凝土-钢筋混凝土混合构件的受力特点1.2钢管混凝土-型钢混凝土混合构件的受力特点1.3钢梁连接钢筋混凝土悬挑板的加固方法1.4型钢混凝土梁连接钢筋混凝土悬挑板的加固方法2.柱脚2.1外露式钢柱脚的受力特性2.2钢筋混凝土钢管柱脚的受力特性2.3型钢混凝土柱脚的受力特性2.4柱脚与钢梁连接的受力特性3.连接3.1通过连接分析构件间的应力传递体系4.框架4.1柱脚恢复力特性对地震作用下钢框架弹塑性反应性能的影响4.2水平和竖向地震作用下钢框架构件应变率的地震反应性能4.3 SRC和RC混合框架的动力性能

项目成果

木村潤一,: "繰返し曲げせん断を受ける SRC-RC 混合部材の構造性能" 日本建築学会学術講演梗概集. 構造III. 1315-1316 (1998)

Junichi Kimura，：“反复弯曲和剪切下的SRC-RC混合构件的结构性能”日本建筑学会学术讲座摘要III 1315-1316（1998）。

河野昭雄: "柱脚の復元力特性の違いがはり降伏型鉄骨ラーメンの地震応答性状に与える影響について" 日本建築学会構造系論文集. 139-146 (1998)

Akio Kono：“论柱基恢复力特性的差异对梁屈服钢框架刚性框架地震反应特性的影响”日本建筑学会结构工程学报139-146（1998）。

木村潤一,新宮義信: "繰返しせん町曲げを受けるSRC-RC混合柱材の構造性能" 日本建築学会研究報告 九州支部. 第37号. 505-508 (1998)

Junichi Kimura、Yoshinobu Shingu：《SRC-RC混合柱材料反复弯曲时的结构性能》日本建筑学会九州分会研究报告第37. 505-508号（1998）。

吉村浩二その他3名: "A New Steel-Concreto Composote Building with Double-floor Slab system" IABSE In ternational Conference Report of Composite Comstruction-Conventional and Innovative. 457-462 (1997)

Koji Yoshimura 等 3 人：“采用双层楼板系统的新型钢-混凝土复合建筑”IABSE 国际复合建筑会议报告 - 传统与创新 457-462 (1997)。

Junichi KIMURA: "Structural Performance of SRC-RC Mixed Member under Cyclic Bending Moment and Shear" AIJ Kyushu Chapter Architectural Research Meeting (Structure). 505-508 (1998)

Junichi KIMURA：“循环弯矩和剪力下SRC-RC混合构件的结构性能”AIJ九州分会建筑研究会议（结构）。