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Stability of slender GFRP tube-confined UHPC-filled steel-encased column under axial compression: Experiment and mesoscale modeling
Stability of slender GFRP tube-confined UHPC-filled steel-encased column under axial compression: Experiment and mesoscale modeling
Stability of slender GFRP tube-confined UHPC-filled steel-encased column under axial compression: Experiment and mesoscale modeling
Thin-Walled Structures
Zeng, Yanqin (Autor:in) / Xu, Lihua (Autor:in) / Yu, Min (Autor:in) / Tong, Donghua (Autor:in) / Gao, Benhao (Autor:in) / Huang, Le (Autor:in) / Chi, Yin (Autor:in)
Thin-Walled Structures ; 205 ; 112564
01.12.2024
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Behavior of hybrid GFRP–perforated-steel tube-encased concrete column under uniaxial compression
British Library Online Contents | 2016
|Behavior of hybrid GFRP–perforated-steel tube-encased concrete column under uniaxial compression
British Library Online Contents | 2016
|