Light and rapid constructions as well as considerations such as improved line of sight and increased capacity for modern stadium structures make them vulnerable for vibration serviceability problems. Especially when the individuals in a crowd are involved in some sort of a coordinated motion, this type of loading creates the highest potential for increased levels of vibration. In order to understand the causes of high vibration levels and serviceability and safety limits, detailed Finite Element Models (FEM) should be used in addition to the field studies. In this study, development of the FEM of a stadium is presented to investigate the structural performance of the stadium. After constructing the FEM, it is validated using the results of ...
AbstractBehaviour of the spectators in the grandstands during a sports match may generate excessive ...
Besides typical structures whose service life loads either static or dynamic are almost exactly dete...
Proceedings of a meeting held 30 January - 2 February 2006, St Louis, Missouri, USA. http://toc.proc...
Light and rapid constructions as well as considerations such as improved line of sight and increased...
Stadium structures may suffer from vibration serviceability problems due to light weight and rapid c...
Light and rapid constructions as well as considerations such as improved line of sight and increased...
Human induced stadium vibrations have become of increasing concern to design engineers and facility ...
In the last years public administration has been paying close attention to structural health monitor...
The enthusiasm of people during popular events may cause excessive vibration in stadium structures e...
Stadiums like those used for sporting or concert events are distinct from other civil engineering st...
Unlike most of civil engineering structures whose static and dynamic responses are estimated accurat...
Sports stadia, like many other civil engineering structures, are being pushed to their limits in ter...
This paper presents the results of analysing the human-structure interaction effect of the Olympic S...
This paper reports on the dynamic characterisation of a Reinforced Concrete (RC) stadium grandstand ...
This paper reports on the dynamic characterisation of a Reinforced Concrete (RC) stadium grandstand ...
AbstractBehaviour of the spectators in the grandstands during a sports match may generate excessive ...
Besides typical structures whose service life loads either static or dynamic are almost exactly dete...
Proceedings of a meeting held 30 January - 2 February 2006, St Louis, Missouri, USA. http://toc.proc...
Light and rapid constructions as well as considerations such as improved line of sight and increased...
Stadium structures may suffer from vibration serviceability problems due to light weight and rapid c...
Light and rapid constructions as well as considerations such as improved line of sight and increased...
Human induced stadium vibrations have become of increasing concern to design engineers and facility ...
In the last years public administration has been paying close attention to structural health monitor...
The enthusiasm of people during popular events may cause excessive vibration in stadium structures e...
Stadiums like those used for sporting or concert events are distinct from other civil engineering st...
Unlike most of civil engineering structures whose static and dynamic responses are estimated accurat...
Sports stadia, like many other civil engineering structures, are being pushed to their limits in ter...
This paper presents the results of analysing the human-structure interaction effect of the Olympic S...
This paper reports on the dynamic characterisation of a Reinforced Concrete (RC) stadium grandstand ...
This paper reports on the dynamic characterisation of a Reinforced Concrete (RC) stadium grandstand ...
AbstractBehaviour of the spectators in the grandstands during a sports match may generate excessive ...
Besides typical structures whose service life loads either static or dynamic are almost exactly dete...
Proceedings of a meeting held 30 January - 2 February 2006, St Louis, Missouri, USA. http://toc.proc...