1998 Fiscal Year Final Research Report Summary
Stress Transferring System and Structural Performance of Connections between Steel and Concrete Composite Members
| Project/Area Number |
08305023
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| Research Category |
Grant-in-Aid for Scientific Research (A)
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| Allocation Type | Single-year Grants |
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| Section | 一般 |
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| Research Field |
Building structures/materials
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| Research Institution | KYUSHU UNIVERSITY |
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Principal Investigator |
MATSUI Chiaki Graduate school of Human-Environment studies, KYUSHU UNIVERSITY,Professor, 大学院・人間環境学研究科, 教授 (00037756)
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| Co-Investigator(Kenkyū-buntansha) |
MITANI Isao Faculty of Eng.Kobe University, Professor, 工学部, 教授 (70037935)
SHINGUU Yoshinobu Faculty of Eng.Fukuoka University, Associate Professor, 工学部, 助教授 (50078622)
YOSHIZUMI Takashi Faculty of Eng.Kurume Institute of Technology, Associate Professor, 工学部, 助教授 (60112314)
UCHIDA Yasuhiro Faculty of Eng.Kagoshima University, Associate Professor, 工学部, 助教授 (80168707)
KAWANO Akio Faculty of Eng.Kumamoto Institute of Technology, Professor, 工学部, 教授 (50038105)
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| Project Period (FY) |
1996 – 1998
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| Keywords | Experimental Study / Elastic-Plastic Analysis / Earthquake Response Behavior / Elastic-Plastic Behavior / Mixed Member / Connections / Column Base / Frames |
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| Research Abstract |
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. Members
1.1 Mechanical characteristics of SRC - RC mixed members
1.2 Mechanical characteristics of CFT - SRC mixed memebers
1.3 Reinforcing method for RC suspended slabs connected to steel beams
1.4 Reinforcing method for RC suspended slabs connected to SRC beams beams
2. Column Base
2.1 Mechanical characteristic of exposed-type steel-column base
2.2 Mechanical characteristics of steel tubular column bases reinforced with RC
2.3 Mechanical characteristics of SRC column bases
2.4 Mechanical characteristics of column base-to-steel beam connections
3. Connections
3.1 Analysis of stress transferring system between members through connections
4. Frames
4.1 Effect of restoring force characteristics of column base on inelastic response behavior of steel frame under earthquake ground motion
4.2 Earthquake response behavior of strain rate in members of steel frame subjected to horizontal and vertical directions of ground motion
4.3 Dynamic behaviors of multi-story hybrid frames consisted of SRC and RC structures
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