Numerical study on the residual axial capacity of ultra high performance cementitious composite filled steel tube (UHPCC-FST) column under contact explosion

Thin-Walled Structures - Tập 153 - Trang 106832 - 2020
Z.G. Wang1, H. Wu2, Q. Fang1, J. Wu3
1State Key Laboratory of Disaster Prevention & Mitigation of Explosion & Impact, PLA Army Engineering University, Nanjing 210007, China
2Research Institute of Structural Engineering and Disaster Reduction, College of Civil Engineering, Tongji University, Shanghai, 200092, China
3School of Urban Rail Transportation, Shanghai University of Engineering Science, Shanghai 201620, China

Tài liệu tham khảo

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