The 4th International Operational Modal Analysis Conference (IOMAC 2011), Istanbul, Turkey, 9-11 May 2011The paper aims to present finite element (FE) model updating process of a concrete footbridge using output-only measurement. The FE model of the structure under investigation was developed by ABAQUS before to proceed with ambient vibration testing. The natural frequencies and their associated mode shapes of the structure were identified by analyzing ambient vibrations data using frequency domain decomposition technique in ARTeMIS. Applying design of experiment technique (DOE) on selected structural parameters and manual tuning by trial and error resulted in better correlation between FE and measured modes. Subsequently, automatic updatin...
The finite element (FE) model updating technology was originally developed in the aerospace and mech...
This paper presents a model updating approach for determining the loading capacity of a concrete str...
Effects of structural flexibility on the dynamic performance of structures such as staircases, footb...
The 4th International Operational Modal Analysis Conference (IOMAC 2011), Istanbul, Turkey, 9-11 May...
In this article, the application of a manual updating method for finite element (FE) model updating ...
Congreso celebrado en la Escuela de Arquitectura de la Universidad de Sevilla desde el 24 hasta el 2...
The paper summarises the ambient vibration-based assessment of an historic suspension footbridge, da...
It is important to develop reliable finite element models for real structures not only in the design...
Despite huge advances in numerical modelling of civil engineering structures in recent decades, fini...
This thesis features finite element model updating of two short-span concrete bridges, namely Gaglar...
This paper describes a historical arch bridge; its analytical modelling, modal testing and finite el...
ABSTRACT: Ambient vibration testing is the most economical non-destructive testing method to acquir...
ABSTRACT: Ambient vibration testing is the most economical non-destructive testing method to acquir...
This paper describes results of a model updating study conducted on a 48-storey reinforced concrete ...
Abstract: This article proposes a rational methodology for the structural assessment of a reinforced...
The finite element (FE) model updating technology was originally developed in the aerospace and mech...
This paper presents a model updating approach for determining the loading capacity of a concrete str...
Effects of structural flexibility on the dynamic performance of structures such as staircases, footb...
The 4th International Operational Modal Analysis Conference (IOMAC 2011), Istanbul, Turkey, 9-11 May...
In this article, the application of a manual updating method for finite element (FE) model updating ...
Congreso celebrado en la Escuela de Arquitectura de la Universidad de Sevilla desde el 24 hasta el 2...
The paper summarises the ambient vibration-based assessment of an historic suspension footbridge, da...
It is important to develop reliable finite element models for real structures not only in the design...
Despite huge advances in numerical modelling of civil engineering structures in recent decades, fini...
This thesis features finite element model updating of two short-span concrete bridges, namely Gaglar...
This paper describes a historical arch bridge; its analytical modelling, modal testing and finite el...
ABSTRACT: Ambient vibration testing is the most economical non-destructive testing method to acquir...
ABSTRACT: Ambient vibration testing is the most economical non-destructive testing method to acquir...
This paper describes results of a model updating study conducted on a 48-storey reinforced concrete ...
Abstract: This article proposes a rational methodology for the structural assessment of a reinforced...
The finite element (FE) model updating technology was originally developed in the aerospace and mech...
This paper presents a model updating approach for determining the loading capacity of a concrete str...
Effects of structural flexibility on the dynamic performance of structures such as staircases, footb...