financially supported by the National Natural Science Foundation of China(Grant No.51878233);the Fundamental Research Funds for the Central Universities(No.JZ2021HGTA0164);the Key Research and Development Project of Anhui Province,China(No.202104a07020022);from Anhui Provincial Natural Science Foundation(No.2208085QE172).
In this study,a novel diagonally inserted bar-type basalt fiber reinforced polymer(BFRP)connector was proposed,aiming to achieve both construction convenience and partially composite behavior in precast concrete sandw...
This study was supported by the National Natural Science Foundation of China(Grant No.51168010).
The out-of-plane stability of the two-hinged space truss circular arch with a rectangular section is theoretically and numerically investigated in this paper.Firstly,the flexural stiffness and torsional stiffness of s...
This paper provides insight into the seismic behavior of a full-scale precast reinforced concrete wall under in-plane cyclic loading combined with out-of-plane loading replicated by sand backfill to simulate the actua...