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Performance of seismically loaded shearwalls on nonlinear shallow foundations
Author(s) -
Raychowdhury Prishati,
Hutchinson Tara C.
Publication year - 2011
Publication title -
international journal for numerical and analytical methods in geomechanics
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.419
H-Index - 91
eISSN - 1096-9853
pISSN - 0363-9061
DOI - 10.1002/nag.931
Subject(s) - shallow foundation , foundation (evidence) , nonlinear system , structural engineering , dissipative system , geotechnical engineering , settlement (finance) , engineering , geology , computer science , physics , law , bearing capacity , quantum mechanics , world wide web , political science , payment
If utilized, the energy dissipative capability of seismically loaded shallow foundations due to inelastic behavior can result in more economic design, provided the consequences, such as excessive deformations are accounted for. In this article, a Beam‐on‐Nonlinear‐Winkler‐Foundation (BNWF) model is used to assess the performance of shearwall‐foundation systems with different attributes, when subjected to ground motions of varied hazard levels. The numerical study indicates that the force and drift demands to the shearwall reduce significantly, when nonlinear foundation behavior is realized, while permanent settlement is well below the permissible limit. These results support the concept of shallow foundation capacity mobilization in future design. Copyright © 2010 John Wiley & Sons, Ltd.