Now showing items 1-3 of 3
Dynamic soil pressures on embedded walls
A comprehensive study is made of the response to horizontal base shaking of a uniform viscoelastic soil stratum retained by two vertical rigid walls. The system is assumed to experience a space-invariant horizontal motion ...
Identification of nonlinear and parametric systems with application to offshore structures
Nonlinearity is characteristic of many structural and mechanical systems. For the purpose of system identification, a frequency domain method is proposed. The unknown model of the restoring force or interaction force is ...
In-plane cyclic response of reinforced concrete frames with unreinforced masonry infills
The in-plane cyclic response of reinforced concrete frames with unreinforced masonry infill was studied. Four full-scale reinforced concrete frame assemblies with masonry infills were designed and tested under reversed ...