In this paper modal parameter as well as wave load identification by calibration of ARMA models is considered for a simple offshore structure. The theory of identification by ARMA calibration is presented as an identification technique in the time domain which can be applied for white noise excited systems. The technique is generalized also to include the case of ambient excitation processes such as wave excitation which are non-white processes. Due to those results a simple but effective approach for identification of the load process is proposed. Finally the theoretical presentation is illustrated by an experimental example of a monopile model excited by random waves. The identification results show that the approach is able to give very ...
Structural system identification is the process of deducing the properties of a structural system fr...
This paper intends to identify the model parameters of an offshore platform under ambient excitation...
A simple model of the wave load on slender members of offshore structures is described. The wave ele...
In this note, modal parameter and wave load identification by calibration of ARMA models are conside...
In the present investigation, multi-channel response measurements on an offshore platform subjected ...
This paper presents the results from the system identification of the Gullfaks C gravity offshore pl...
Modal parameter identification from ambient responses due to a general unknown random inputs is inve...
Wave loading of offshore structures may pose a governing element to their design and drive the operat...
This paper presents a procedure for the wind load identification and the results of its practical ap...
This paper describes a system identification technique useful in the practical case of structures s...
This paper presents an application of ARMAV models in the fields of system identification and damage...
The structural integrity of a multi-pile offshore platform is investigated by using a vibration base...
In the present investigation, multi-channel response measurements on an offshore platform subjected ...
As an alternative to Fourier techniques based on transfer function fitting, modal para-meters identi...
identification and damage detection. It is shown how to estimate the modal parameters as well as the...
Structural system identification is the process of deducing the properties of a structural system fr...
This paper intends to identify the model parameters of an offshore platform under ambient excitation...
A simple model of the wave load on slender members of offshore structures is described. The wave ele...
In this note, modal parameter and wave load identification by calibration of ARMA models are conside...
In the present investigation, multi-channel response measurements on an offshore platform subjected ...
This paper presents the results from the system identification of the Gullfaks C gravity offshore pl...
Modal parameter identification from ambient responses due to a general unknown random inputs is inve...
Wave loading of offshore structures may pose a governing element to their design and drive the operat...
This paper presents a procedure for the wind load identification and the results of its practical ap...
This paper describes a system identification technique useful in the practical case of structures s...
This paper presents an application of ARMAV models in the fields of system identification and damage...
The structural integrity of a multi-pile offshore platform is investigated by using a vibration base...
In the present investigation, multi-channel response measurements on an offshore platform subjected ...
As an alternative to Fourier techniques based on transfer function fitting, modal para-meters identi...
identification and damage detection. It is shown how to estimate the modal parameters as well as the...
Structural system identification is the process of deducing the properties of a structural system fr...
This paper intends to identify the model parameters of an offshore platform under ambient excitation...
A simple model of the wave load on slender members of offshore structures is described. The wave ele...