作者: Dionisios N. Serras , George D. Hatzigeorgiou , Konstantinos A. Skalomenos , Stamatia D. Panagaki
DOI: 10.1016/J.SOILDYN.2021.106657
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摘要: Undertaken with industry, this paper analyses concrete-filled steel tube (CFTs) pile members in deep foundation systems under cyclic and seismic loads considering inelasticity for both …