A Nonlinear Dynamic Soil Foundation Interaction Model Using Fiber Element Method and Its Application to Nonlinear Earthquake Response Analysis of Cable Stayed Bridge - The Institute of Theoretical and Applied Mechanics

guest :: login The Institute of Theoretical and Applied Mechanics
		Search		Submit		Personalize Your alerts Your baskets Your searches		Help

Home > ITAM Library > Papers > A Nonlinear Dynamic Soil Foundation Interaction Model Using Fiber Element Method and Its Application to Nonlinear Earthquake Response Analysis of Cable Stayed Bridge > BibTeX

@article{Harada:10184,
      author        = "Harada, Takanori",
      title         = "{}",
}

The Institute of Theoretical and Applied Mechanics :: :: :: ::
Powered by v1.1.3.1022-d8f569
Maintained by