Simplified and refined earthquake analyses for buried pipes

DOI10.1016/0895-7177(95)00078-GzbMath0832.73059MaRDI QIDQ1900252

Y. Chen

Publication date: 26 February 1996

Published in: Mathematical and Computer Modelling (Search for Journal in Brave)

zbMATH Keywords

material nonlinearitytransfer functionssoil- structure interactionground water table fluctuationmaximum axial forcemaximum bending momentpipe embedmentsoil layering

Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Seismology (including tsunami modeling), earthquakes (86A15)

Related Items (1)

Finite element approach of the buried pipeline on tensionless foundation under random ground excitation

Cites Work

• On nonlinear dynamic analysis using substructuring and mode superposition
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