The model used for bridge analyses of the Ikitsuki Bridge which is truss bridge with long spans in Nagasaki Prefecture have yet to be validated, although the bridge have undergone natural vibration analysis and nonlinear earthquake response analysis. This study compared the measured natural frequencies of microtremors with the analytical values calculated. The study confirmed that the analysis models are appropriate, since the models produced values for the natural frequencies of these bridges that closely corresponded to the measured values
The study of vibration data has always been a keen point of interest for researchers. Vibration anal...
The Saikai Bridge, which is a steel arch bridge constructed in 1955 with the span of 216m, is known ...
This paper describes a historical arch bridge; its analytical modelling, modal testing and finite el...
Saikai Bridge is a deck-type fixed arch bridge that was constructed in 1955. At the time it was one ...
When the natural frequency of the cables on a cable-stayed bridge approaches that of the entire brid...
The New Saikai Bridge is a CFT arch bridge with a concrete-filled steel tube (CFT) adopted for the a...
The Takashima Hizen Bridge is a composite cable-stayed bridge. The main girders are made of steel an...
International audienceThe seismic response analysis of an existing bridge needs a mathematical model...
The Ting Kau Bridge in Hong Kong is a cable-stayed bridge comprising two main spans and two side spa...
Abstract. Available methods for structural model updating are employed to develop high fi-delity mod...
The Ikitsuki Bridge,which connects Ikitsuki Island and Hirado Island in Nagasaki, is a through-type ...
The transient nature of forces induced in structures during earthquakes requires the use of dynamic ...
An investigation was carried out to determine dynamic characteristic of reinforced concrete (RC) bri...
Ambient vibration testing has been used to determine modal parameters of civil engineering structure...
An extensive program of full-scale ambient vibration testing has been conducted to measure the dynam...
The study of vibration data has always been a keen point of interest for researchers. Vibration anal...
The Saikai Bridge, which is a steel arch bridge constructed in 1955 with the span of 216m, is known ...
This paper describes a historical arch bridge; its analytical modelling, modal testing and finite el...
Saikai Bridge is a deck-type fixed arch bridge that was constructed in 1955. At the time it was one ...
When the natural frequency of the cables on a cable-stayed bridge approaches that of the entire brid...
The New Saikai Bridge is a CFT arch bridge with a concrete-filled steel tube (CFT) adopted for the a...
The Takashima Hizen Bridge is a composite cable-stayed bridge. The main girders are made of steel an...
International audienceThe seismic response analysis of an existing bridge needs a mathematical model...
The Ting Kau Bridge in Hong Kong is a cable-stayed bridge comprising two main spans and two side spa...
Abstract. Available methods for structural model updating are employed to develop high fi-delity mod...
The Ikitsuki Bridge,which connects Ikitsuki Island and Hirado Island in Nagasaki, is a through-type ...
The transient nature of forces induced in structures during earthquakes requires the use of dynamic ...
An investigation was carried out to determine dynamic characteristic of reinforced concrete (RC) bri...
Ambient vibration testing has been used to determine modal parameters of civil engineering structure...
An extensive program of full-scale ambient vibration testing has been conducted to measure the dynam...
The study of vibration data has always been a keen point of interest for researchers. Vibration anal...
The Saikai Bridge, which is a steel arch bridge constructed in 1955 with the span of 216m, is known ...
This paper describes a historical arch bridge; its analytical modelling, modal testing and finite el...