An efficient computational model for large-scale structures based on improved hippopotamus optimization and time-domain inversion

Seismic safety assessment of large concrete dams necessitates comprehensive consideration of soil-structure interaction (SSI) effect. However, excessive computation time for soil-structure models limits seismic samples. Furthermore, the simplified homogeneous foundation assumption neglects joints an...

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Veröffentlicht in:	Soil dynamics and earthquake engineering (1984) Jg. 200; S. 109735
Hauptverfasser:	Li, Siyuan, Li, Jing, Chen, Jianyun, Xu, Qiang, Guo, Jiahui, Cao, Xiangyu, Liu, Pengfei
Format:	Journal Article
Sprache:	Englisch
Veröffentlicht:	Elsevier Ltd 01.01.2026
Schlagworte:	Equivalent model Foundation model Hippopotamus optimization Parameter inverse Seismic response Soil-structure interaction Hippopotamus optimization Soil-structure interaction Equivalent model Parameter inverse Seismic response Foundation model
ISSN:	0267-7261
Online-Zugang:	Volltext
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