References
269
WANG R, HAN L H, ZHAO X, RASMUSSEN K J R. Analytical behavior of concrete filled
double steel tubular (CFDST) members under lateral impact[J]. Thin-Walled Structures, 2016,
101: 129-140.
WU H, REN G M, FANG Q, LIU J Z. Effects of steel fiber content and type on dynamic tensile
mechanical properties of UHPCC[J]. Construction and Building Materials, 2018, 173: 251-261.
WU H, REN G M, FANG Q, LIU J Z. Response of ultra-high performance cementitious composites
filled steel tube (UHPCC-FST) subjected to low-velocity impact[J]. Thin-Walled Structures,
2019, 144: 106341.
YAN S H, QIAN Q H, ZHOU Z S, LU Y S, YIN F L. Experimental study of equation of state for
high-strength concrete and high-strength fiber concrete[J]. Journal of PLA University of Science
and Technology, 2000, 1(6): 49-53. (in Chinese).
YOO D Y, BANTHIA N, KIM S W, YOON Y S. Response of ultra-high-performance fiberreinforced concrete beams with continuous steel reinforcement subjected to low-velocity impact
loading[J]. Composite Structures, 2015, 126: 233-245.
YOO D Y, BANTHIA N, YOON Y S. Flexural behavior of ultra-high-performance fiber-reinforced
concrete beams reinforced with GFRP and steel rebars[J]. Engineering Structures, 2016, 11:
246-262.
YOUSUFF M, UY B, TAO Z, REMENNIKOV A M, LIEW J Y R. Behaviour and resistance of
hollow and concrete-filled mild steel columns due to transverse impact loading[J]. Journal of
Constructional Steel Research, 2012, 13(1): 65-80.
ZHAN T B, WANG Z H, NING J G. Failure behaviors of reinforced concrete beams subjected to
high impact loading[J]. Engineering Failure Analysis, 2015, 56: 233-243.
ZHAO X L, HAN L H, LU H. Concrete-filled tubular members and connections[M]. Oxford: Taylor
& Francis, 2010.
269
WANG R, HAN L H, ZHAO X, RASMUSSEN K J R. Analytical behavior of concrete filled
double steel tubular (CFDST) members under lateral impact[J]. Thin-Walled Structures, 2016,
101: 129-140.
WU H, REN G M, FANG Q, LIU J Z. Effects of steel fiber content and type on dynamic tensile
mechanical properties of UHPCC[J]. Construction and Building Materials, 2018, 173: 251-261.
WU H, REN G M, FANG Q, LIU J Z. Response of ultra-high performance cementitious composites
filled steel tube (UHPCC-FST) subjected to low-velocity impact[J]. Thin-Walled Structures,
2019, 144: 106341.
YAN S H, QIAN Q H, ZHOU Z S, LU Y S, YIN F L. Experimental study of equation of state for
high-strength concrete and high-strength fiber concrete[J]. Journal of PLA University of Science
and Technology, 2000, 1(6): 49-53. (in Chinese).
YOO D Y, BANTHIA N, KIM S W, YOON Y S. Response of ultra-high-performance fiberreinforced concrete beams with continuous steel reinforcement subjected to low-velocity impact
loading[J]. Composite Structures, 2015, 126: 233-245.
YOO D Y, BANTHIA N, YOON Y S. Flexural behavior of ultra-high-performance fiber-reinforced
concrete beams reinforced with GFRP and steel rebars[J]. Engineering Structures, 2016, 11:
246-262.
YOUSUFF M, UY B, TAO Z, REMENNIKOV A M, LIEW J Y R. Behaviour and resistance of
hollow and concrete-filled mild steel columns due to transverse impact loading[J]. Journal of
Constructional Steel Research, 2012, 13(1): 65-80.
ZHAN T B, WANG Z H, NING J G. Failure behaviors of reinforced concrete beams subjected to
high impact loading[J]. Engineering Failure Analysis, 2015, 56: 233-243.
ZHAO X L, HAN L H, LU H. Concrete-filled tubular members and connections[M]. Oxford: Taylor
& Francis, 2010.
