Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Nonlinear Stiffness of Foundations
The effects of nonlinear soil behavior on the dynamic stiffness of foundations are evaluated through a series of parametric studies. Approximate formulae for use in preliminary analyses are developed. A two-dimensional plane-strain model, corresponding to a strip footing resting on the surface of a layer of finite depth, and an equivalent linearization technique were used. The dynamic excitation of a machine foundation and a building subjected to seismic motion were investigated.
Nonlinear Stiffness of Foundations
The effects of nonlinear soil behavior on the dynamic stiffness of foundations are evaluated through a series of parametric studies. Approximate formulae for use in preliminary analyses are developed. A two-dimensional plane-strain model, corresponding to a strip footing resting on the surface of a layer of finite depth, and an equivalent linearization technique were used. The dynamic excitation of a machine foundation and a building subjected to seismic motion were investigated.
Nonlinear Stiffness of Foundations
M. Jakub (Autor:in) / J. M. Roesset (Autor:in)
1977
57 pages
Report
Keine Angabe
Englisch
Nonlinear rocking stiffness of foundations
| Online Contents | 2013
Stiffness characteristics of piled foundations
| British Library Conference Proceedings | 2000
Dynamic Stiffness of Rectangular Foundations
| NTIS | 1978
Stiffness behaviour of trial road foundations
| British Library Conference Proceedings | 2000
Deriving appropriate stiffness levels for spudcan foundations
| British Library Conference Proceedings | 2007