A Wind and Structural Health Monitoring System (WASHMS) has been installed
in the Tsing Ma suspension Bridge in Hong Kong with one of the objectives b
eing the verification of analytical processes used in wind-resistant design
. On 2 August 1997, Typhoon Victor just crossed over the Bridge and the WAS
HMS timely recorded both wind and structural response. The measurement data
are analysed in this paper to obtain the mean wind speed, mean wind direct
ion, mean wind inclination, turbulence intensity, integral scale, gust fact
or, wind spectrum, and the acceleration response and natural frequency of t
he Bridge. It is found that some features of wind structure and bridge resp
onse are difficult to be considered in the currently used analytical proces
s for predicting buffeting response of long suspension bridges, for the Bri
dge is surrounded by a complex topography and the wind direction of Typhoon
Victor changes during its crossing. It seems to be necessary to improve th
e prediction model so that a reasonable comparison can be performed between
the measurement and prediction for long suspension bridges in typhoon pron
e regions.