Author:
Li R.W.,Zheng X.X.,Wu H.,Jia P.C.
Funder
National Natural Science Foundation of China
Reference38 articles.
1. Impact behavior of shear-failure-type RC beams without shear rebar;Kishi;Int J Impact Eng,2002
2. Experimental and numerical study on impact resistance of RC bridge piers under lateral impact loading;Li;Eng Fail Anal,2020
3. Impact performance of fire-damaged hybrid steel-BFRP reinforcement concrete beams: influence of area ratio and arrangement of BFRP bars;Zhang;Eng Struct,2023
4. Analysis of recent bridge failures in the United States;Wardhana;J Perform Constr Facil,2003
5. Buth C.E., Williams W.F., Brackin M.S., Lord D., Geedipally S.R., Abu-Odeh A.Y. Collision loads on bridge piers: Phase 1. Report of guidelines for designing bridge piers and abutments for vehicle collisions. Rep. No. FHWA/TX-11/9–4973-1. College Station, TX: Texas Transportation Institute; 2010.