Numerical modelling of large diameter piles under lateral loading for offshore wind applications
暂无分享,去创建一个
Lidija Zdravković | Paul Doherty | Richard J. Jardine | David M. Potts | Guy T. Houlsby | Byron W. Byrne | Harvey J. Burd | Kenneth Gavin | David M. G. Taborda | Ross A. McAdam | F. C. Schroeder | Guy T. Houlsby | David Igoe | M Sideri | Christopher M. Martin | A. Muirwood | D. Kallehave | J Skov Gretlund | G. Houlsby | R. Jardine | D. Potts | L. Zdravković | H. Burd | K. Gavin | D. Taborda | B. Byrne | R. A. McAdam | D. Igoe | P. Doherty | Christopher M. Martin | F. Schroeder | M Sideri | F. C. Schroeder | A. Muirwood | M. Sideri | Chris Martin | A. Muirwood | D. Kallehave | J. Gretlund | R. McAdam
[1] Ken Been,et al. A STATE PARAMETER FOR SANDS , 1985 .
[2] David M. Potts,et al. Zero thickness interface elements—numerical stability and application , 1994 .
[3] Richard J. Jardine,et al. Investigations into the behaviour of displacement piles for offshore foundations , 1996 .