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Cyclic Lateral Load Test for RC Column–Steel Beam Joints with Simplified Connection Details
| 题名： | Cyclic Lateral Load Test for RC Column–Steel Beam Joints with Simplified Connection Details |
| 正文语种： | 英文 |
| 作者： | Ho-Jun Lee1; Hong-Gun Park2; Hyeon-Jong Hwang3; Chang-Soo Kim4 |
| 作者单位： | 1Postdoctoral Researcher, Dept. of Architecture and Architectural Engineering, Seoul National Univ., 1 Gwanak-ro, Seoul 08826, Korea. 2Professor, Dept. of Architecture and Architectural Engineering, Seoul National Univ., 1 Gwanak-ro, Seoul 08826, Korea (corresponding author). 3Associate Professor, College of Civil Engineering and Key Laboratory for Damage Diagnosis of Engineering Structures of Hunan Province, Hunan Univ., Yuelu Mountain, Changsha, Hunan 410082, China. 4Associate Professor, School of Architecture (Architectural Engineering Program), Seoul National Univ. of Science and Technology,232 Gongreung-ro, Nowon-gu, Seoul 01811, Korea. |
| 关键词： | Reinforced concrete (RC) column; Steel beam; Beam–column joint; Face bearing plate; Transverse beam; Headed stud |
| 摘要： | Existing experimental results show that carefully designed RC column-to-steel beam (RCS) joints have high seismic resistance comparable to those of traditional steel or RC frames with seismic details. However, such high seismic performance requires complicated and expensive strengthening details, which causes difficulties in fabrication and construction. This study investigated simpler strengthening methods, targeting moderate seismic capacity. Four interior RCS joint specimens were tested under cyclic lateral loading. The major test parameters were the strengthening details of the beam–column joint such as face bearing plates, transverse beams, and headed studs. The test specimens with the proposed methods exhibited good deformation capacity exceeding 4.0% story drift ratio after yielding of the beams and beam–column connection. However, the peak load did not reach the nominal strength based on the beam plastic moment due to early joint damage. The failure modes and test strengths were compared with the predictions of ASCE design guidelines. On the basis of the results, design recommendations for the simplified connection details were proposed. |
| 出版年： | 2019 |
| 期刊名称： | Journal of Structural Engineering |
| 卷： | 145 |
| 期： | 8 |
| 页码： | 1-12 |
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