A computational approach for the seismic damage response under multiple earthquakes excitations of adjacent RC structures strengthened by ties

DOI10.1016/J.CAMWA.2015.08.012zbMath1443.86022OpenAlexW2248402148MaRDI QIDQ2006559

Yanyan Li

Publication date: 11 October 2020

Published in: Computers \& Mathematics with Applications (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.camwa.2015.08.012

zbMATH Keywords

finite element methodunilateral problemscomputational structural mechanicspounding (seismic interaction) effectsstrengthening by cable elements

Mathematics Subject Classification ID

Seismology (including tsunami modeling), earthquakes (86A15) Computational methods for problems pertaining to geophysics (86-08) Numerical methods for variational inequalities and related problems (65K15)

Uses Software

• FEAPpv

Cites Work

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• Nonconvex optimization in mechanics. Algorithms, heuristics and engineering applications by the F. E. M
• Chaotic behaviour in the non-linear optimal control of unilaterally contacting building systems during earthquakes.
• Computational nonsmooth mechanics: variational and hemivariational inequalities.
• Incremental plastic analysis in the presence of large displacements and physical instabilizing effects
• Modelling prestress restoration of buildings by general purpose structural analysis and optimization software, the optimization module of MSC/NASTRAN
• Computational Contact Mechanics
• A linear complementarity approach for the non-convex seismic frictional interaction between adjacent structures under instabilizing effects

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