This report combines concepts of structural engineering with the field of biomechanics, through human-induced loading. The study analyzes responses of a steel I-beam under the activity of jumping. State-space system identification approach was utilized to create a model that could adhere to various tests and simulations. The model was used to generate simulated output responses to monitor the overall health of the structure. Included, is the analysis and design of the provided structure, along with the system identification and continuous-time representation of the state-space model. A number of PZT devices and software were used as well. Results were evaluated to determine effects on human comfort and system performance. Conclusions involv...
This is the final version. Available on open access from Elsevier via the DOI in this recordData acc...
Author's version. The final published version is available via the publisher website at doi:10.1117/...
This is the final version. Available on open access from Elsevier via the DOI in this recordData ava...
High performance materials have enabled engineers to design civil structures with lower dead loads. ...
Human activity-induced vibrations in slender structural sys tems become apparent in many different e...
This paper presents recent, numerical and experimental, developments in modelling dynamic loading ge...
The effects of human loads on structures are difficult to predict because they depend on the type of...
The interest for modelling of human actions acting on structures has been recurrent since the first ...
Excessive human-induced vibrations of assembly structures have been reported more frequently over th...
Interaction of walking people with vibrating structures is known to be an important yet challenging ...
Excessive human-induced vibrations of assembly structures have been reported more frequently over th...
This paper presents recent, numerical and experimental, developments in modelling dynamic loading ge...
This article presents results from an experimental study of the frequency properties of a sitting p...
This study is designed to develop an acceleration response spectrum that can be used in vibration se...
Interaction of walking people with vibrating structures is known to be an important yet challenging ...
This is the final version. Available on open access from Elsevier via the DOI in this recordData acc...
Author's version. The final published version is available via the publisher website at doi:10.1117/...
This is the final version. Available on open access from Elsevier via the DOI in this recordData ava...
High performance materials have enabled engineers to design civil structures with lower dead loads. ...
Human activity-induced vibrations in slender structural sys tems become apparent in many different e...
This paper presents recent, numerical and experimental, developments in modelling dynamic loading ge...
The effects of human loads on structures are difficult to predict because they depend on the type of...
The interest for modelling of human actions acting on structures has been recurrent since the first ...
Excessive human-induced vibrations of assembly structures have been reported more frequently over th...
Interaction of walking people with vibrating structures is known to be an important yet challenging ...
Excessive human-induced vibrations of assembly structures have been reported more frequently over th...
This paper presents recent, numerical and experimental, developments in modelling dynamic loading ge...
This article presents results from an experimental study of the frequency properties of a sitting p...
This study is designed to develop an acceleration response spectrum that can be used in vibration se...
Interaction of walking people with vibrating structures is known to be an important yet challenging ...
This is the final version. Available on open access from Elsevier via the DOI in this recordData acc...
Author's version. The final published version is available via the publisher website at doi:10.1117/...
This is the final version. Available on open access from Elsevier via the DOI in this recordData ava...