Add to ORKGA steel model, constructed by TH Darmstadt, was investigated with respect to the nonlinear behaviour of the rubber spring plus damper support system. The tests were performed with sine sweep, continous sine and time history excitation at various input levels. The measured input and response data are reference for subsequent pseudodynamic tests to be performed by TH Darmstadt
In order to make full use of the advantages of PD (particle damper) and TLD (tuned liquid damper) te...
Within the NEFOREEE project, a one-storey one-bay steel frame model was tested at different shaking ...
Nonlinear time history analysis is recognized as the most appropriate tool for assessing the real be...
A scaled physical model of a nonlinear elastic moment resisting frame is designed and tested both st...
The dynamic performance of a shaking table used for studying the response of structures to seismic g...
This paper describes the preliminary results of shaking table testing of a post-tensioned timber fra...
Large servo-hydraulic shaking table systems are essential tools in experimental earthquake engineeri...
An experimental investigation was carried out on a base isolation system incorporating stainless ste...
The results of a series of shaking table tests of a steel structural model setting on rigid foundati...
The seismic characteristics of a five-storey benchmark model isolated with rubber bearings have been...
This paper considers a novel shaking table testing campaign to assess the tuned mass-damper-inerter ...
This paper proposes a simple conceptual mathematical model for the mechanical components of the NEES...
In the previous paper, the results of shaking table tests and dynamic response analysis werereported...
A complete mathematical model of the Rice University shaking table facility is developed. The analyt...
This paper describes the main results of shaking table testing performed on a post-tensioned timber ...
In order to make full use of the advantages of PD (particle damper) and TLD (tuned liquid damper) te...
Within the NEFOREEE project, a one-storey one-bay steel frame model was tested at different shaking ...
Nonlinear time history analysis is recognized as the most appropriate tool for assessing the real be...
A scaled physical model of a nonlinear elastic moment resisting frame is designed and tested both st...
The dynamic performance of a shaking table used for studying the response of structures to seismic g...
This paper describes the preliminary results of shaking table testing of a post-tensioned timber fra...
Large servo-hydraulic shaking table systems are essential tools in experimental earthquake engineeri...
An experimental investigation was carried out on a base isolation system incorporating stainless ste...
The results of a series of shaking table tests of a steel structural model setting on rigid foundati...
The seismic characteristics of a five-storey benchmark model isolated with rubber bearings have been...
This paper considers a novel shaking table testing campaign to assess the tuned mass-damper-inerter ...
This paper proposes a simple conceptual mathematical model for the mechanical components of the NEES...
In the previous paper, the results of shaking table tests and dynamic response analysis werereported...
A complete mathematical model of the Rice University shaking table facility is developed. The analyt...
This paper describes the main results of shaking table testing performed on a post-tensioned timber ...
In order to make full use of the advantages of PD (particle damper) and TLD (tuned liquid damper) te...
Within the NEFOREEE project, a one-storey one-bay steel frame model was tested at different shaking ...
Nonlinear time history analysis is recognized as the most appropriate tool for assessing the real be...