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Response of UHPCC-FST Subjected to Low-Velocity Impact
Concrete filled steel tube (CFST) has been extensively applied as the load-bearing members in critical infrastructures, e.g., the high-rise buildings, bridges and electricity transmission towers due to their enhanced compressive and flexural performances, improved ductility and economic advantage.
Response of UHPCC-FST Subjected to Low-Velocity Impact
Concrete filled steel tube (CFST) has been extensively applied as the load-bearing members in critical infrastructures, e.g., the high-rise buildings, bridges and electricity transmission towers due to their enhanced compressive and flexural performances, improved ductility and economic advantage.
Response of UHPCC-FST Subjected to Low-Velocity Impact
Fang, Qin (Autor:in) / Wu, Hao (Autor:in) / Kong, Xiangzhen (Autor:in)
UHPCC Under Impact and Blast ; Kapitel: 8 ; 237-269
23.02.2021
33 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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