Analytical solution of horizontal seismic response of large-diameter shaft structure considering soil tangential shear force
1.College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
2.Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing 100124, China
3.College of Civil Engineering, Tongji University, Shanghai 200092, China
4.State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China
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