Seismic performance assessment of wide pile-supported wharf considering soil slope and waveform duration

HIGHLIGHTS

  • who: Christino Boyke and Takashi Nagao from the Department of Marine Transportation Engineering, Faculty of Marine Technology, Institut Teknologi Research Center for Urban Safety and Security, Kobe University, Kobe City, Japan have published the research work: Seismic Performance Assessment of Wide Pile-Supported Wharf Considering Soil Slope and Waveform Duration, in the Journal: (JOURNAL)
  • what: Four analysis cases were conducted in this study. analysis cases were conducted in this study. (a) (b) Figure Figure 2.
  • how: The results showed that loose sand porosity 2 of 18 contributed most to the PSW`s residual . . .

     

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