Simplified theoretical analysis and numerical study on the dynamic behavior of FCP under blast loads
14
This work was supported by the National Natural Science Foundation of China ;China Postdoctoral Science Foundation Funded Project ;open fund of Anhui Key Laboratory of Civil Engineering Structures and Materials in Hefei University of Technology,and State Key Laboratory of Structural Analysis for Industrial Equipment ;The authors also highly appreciate the acknowledgment of the China Scholarship Council CSC
2020-11-20(万方平台首次上网日期,不代表论文的发表时间)
共15页
983-997