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Seismic performance of first floor corner joints of high-rise reinforced concrete frame structure |
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| Authors: | CUI Jianyu CHE Yi SUN Jiangang SONG Yupu and Watanabe Fumio |
| Institution: | Department of Civil Engineering, Dalian Nationalities University, Dalian 116622, China;State Key Laboratory of Coastal and Offshore Engineering Dalian, University of Technology, Dalian 116024, China;Department of Civil Engineering, Dalian Nationalities University, Dalian 116622, China;State Key Laboratory of Coastal and Offshore Engineering Dalian, University of Technology, Dalian 116024, China;Department of Civil Engineering, Kyoto University |
| Abstract: | Crushing risk of corner column will increase substantially due to first floor corner joint shear failure of high-rise reinforced concrete frame structure under bi-directional loading and high axial compressive load caused by earthquake action. Therefore, |
| Keywords: | bi-directional loading high axial compressive load corner joint shear strength crushing calculated model |
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