This paper reports on the dynamic characterisation of a Reinforced Concrete (RC) stadium grandstand module for the Sporting Stadium in Lisbon. To this aim, a three-dimensional (3D) Finite-Element (FE) numerical model, implemented according to the technical drawings of the structure, is first presented to provide preliminary estimates of the expected modal characteristics for the examined structural system. Ambient vibration tests are then carried out on the same grandstand, and used to extract the natural frequencies and vibration modes of the system, according to conventional state-of-the-art output-only modal parameter identification techniques. A sensitivity investigation and FE model updating study is hence presented for the grandstand,...
Temporary grandstands are structures subjected to dynamic loading. This is mainly due to the type of...
Human induced stadium vibrations have become of increasing concern to design engineers and facility ...
This paper describes results of a model updating study conducted on a 48-storey reinforced concrete ...
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 ...
In the last years public administration has been paying close attention to structural health monitor...
Light and rapid constructions as well as considerations such as improved line of sight and increased...
AbstractBehaviour of the spectators in the grandstands during a sports match may generate excessive ...
Sports stadia, like many other civil engineering structures, are being pushed to their limits in ter...
Stadium structures may suffer from vibration serviceability problems due to light weight and rapid c...
In this article, the application of a manual updating method for finite element (FE) model updating ...
Operational modal analysis offers a powerful tool to the aim of structural health monitoring of civi...
The 4th International Operational Modal Analysis Conference (IOMAC 2011), Istanbul, Turkey, 9-11 May...
This paper describes the application of three output-only modal identification techniques to the dat...
This paper describes results of a model updating study conducted on a 15-storey reinforced concrete ...
Temporary grandstands are structures subjected to dynamic loading. This is mainly due to the type of...
Human induced stadium vibrations have become of increasing concern to design engineers and facility ...
This paper describes results of a model updating study conducted on a 48-storey reinforced concrete ...
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 ...
In the last years public administration has been paying close attention to structural health monitor...
Light and rapid constructions as well as considerations such as improved line of sight and increased...
AbstractBehaviour of the spectators in the grandstands during a sports match may generate excessive ...
Sports stadia, like many other civil engineering structures, are being pushed to their limits in ter...
Stadium structures may suffer from vibration serviceability problems due to light weight and rapid c...
In this article, the application of a manual updating method for finite element (FE) model updating ...
Operational modal analysis offers a powerful tool to the aim of structural health monitoring of civi...
The 4th International Operational Modal Analysis Conference (IOMAC 2011), Istanbul, Turkey, 9-11 May...
This paper describes the application of three output-only modal identification techniques to the dat...
This paper describes results of a model updating study conducted on a 15-storey reinforced concrete ...
Temporary grandstands are structures subjected to dynamic loading. This is mainly due to the type of...
Human induced stadium vibrations have become of increasing concern to design engineers and facility ...
This paper describes results of a model updating study conducted on a 48-storey reinforced concrete ...