Numerical Simulation on Slabs Dislocation of Zipingpu Concrete Faced Rockfill Dam during the Wenchuan Earthquake Based on a Generalized Plasticity Model

After the Wenchuan earthquake in 2008, the Zipingpu concrete faced rockfill dam (CFRD) was found slabs dislocation between different stages slabs and the maximum value reached 17 cm. This is a new damage pattern and did not occur in previous seismic damage investigation. Slabs dislocation will affec...

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Detalles Bibliográficos
Autores principales: Xu, Bin, Zhou, Yang, Zou, Degao
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Hindawi Publishing Corporation 2014
Materias:
Research Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC4071857/
https://www.ncbi.nlm.nih.gov/pubmed/25013857
http://dx.doi.org/10.1155/2014/572407

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC4071857/
https://www.ncbi.nlm.nih.gov/pubmed/25013857
http://dx.doi.org/10.1155/2014/572407

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