Data are used from three relatively large‐scale experimental soil‐foundation‐superstructure interaction (SFSI) systems to develop reduced‐order computational models for response prediction and change‐detection relevant to structural health monitoring and computational mechanics. The three systems under consideration consist of identical superstructures with: (i) fixed base; (ii) box foundation; and (iii) pile foundation. The three SFSI systems were developed and experimentally tested at Tongji Univers…
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