Field measurement techniques, including ambient wind excitation, crane excitation, synchronised human excitation and mechanical shaker methods, commonly employed to measure the dynamic properties of high-rise buildings are presented. The instrumentation, test methodology, merits and limitations of these techniques, including a purpose-built computer-based mechanical shaker, are discussed. The dynamic properties of four residential buildings in Hong Kong ranging in height from 130 m to 256 m were determined using these field measurement techniques. The results show that the dynamic properties, including natural frequencies of vibration, damping values, and deflected mode shapes can be accurately determined. These measured dynamic properties ...
The dynamic characteristics of structures are evaluated rather frequently by measuring their vibrati...
The main objectives of the research are to characterize the wind-induced resonant and slowly-varying...
This paper discusses the codification of wind-induced dynamic responses on tall buildings based on t...
Field measurement techniques, including ambient wind excitation, crane excitation, synchronised huma...
Field measurements of the wind-induced response of two residential reinforced concrete buildings, am...
Techniques and instrumentation currently employed to measure the dynamic properties of tall building...
The majority of this thesis concerns the full-scale measurements of the dynamic response of four rei...
This paper presents techniques and instrumentation employed in the measurement of dynamic structural...
Two high-rise residential buildings in Hong Kong, among the tallest ill the world, were equipped to ...
This paper describes some results obtained from full-scale measurements of wind effects on a super-t...
Two high-rise residential buildings in Hong Kong, among the tallest in the world, were equipped to m...
Di Wang Tower located in Shenzhen has a height of approximately 325 m and was the tallest building i...
The natural frequencies of vibration and damping ration are critical structural parameters affecting...
Modal properties of high rise buildings are mostly derived from measurements on existing buildings u...
Full-scale measurements of the dynamic characteristics and wind-induced responses of a variety of bu...
The dynamic characteristics of structures are evaluated rather frequently by measuring their vibrati...
The main objectives of the research are to characterize the wind-induced resonant and slowly-varying...
This paper discusses the codification of wind-induced dynamic responses on tall buildings based on t...
Field measurement techniques, including ambient wind excitation, crane excitation, synchronised huma...
Field measurements of the wind-induced response of two residential reinforced concrete buildings, am...
Techniques and instrumentation currently employed to measure the dynamic properties of tall building...
The majority of this thesis concerns the full-scale measurements of the dynamic response of four rei...
This paper presents techniques and instrumentation employed in the measurement of dynamic structural...
Two high-rise residential buildings in Hong Kong, among the tallest ill the world, were equipped to ...
This paper describes some results obtained from full-scale measurements of wind effects on a super-t...
Two high-rise residential buildings in Hong Kong, among the tallest in the world, were equipped to m...
Di Wang Tower located in Shenzhen has a height of approximately 325 m and was the tallest building i...
The natural frequencies of vibration and damping ration are critical structural parameters affecting...
Modal properties of high rise buildings are mostly derived from measurements on existing buildings u...
Full-scale measurements of the dynamic characteristics and wind-induced responses of a variety of bu...
The dynamic characteristics of structures are evaluated rather frequently by measuring their vibrati...
The main objectives of the research are to characterize the wind-induced resonant and slowly-varying...
This paper discusses the codification of wind-induced dynamic responses on tall buildings based on t...