Monitoring offshore platforms, long span bridges, high rise buildings, TV t
owers and other similar structures is essential for ensuring their safety i
n service. Continuous monitoring assumes even greater significance in the c
ase of offshore platforms, which are highly susceptible to damage due to th
e corrosive environment and the continuous action of waves. Also, since a m
ajor part of the structure is under water and covered by marine growth, eve
n a trained diver cannot easily detect damage in the structure. In the pres
ent work, vibration criterion is adopted for structural monitoring of jacke
t platforms. Artificial excitation of these structures is not always practi
cable and ambient excitation due to wind and waves may not be sufficient fo
r collecting the required vibration data. Alternate methods can be adopted
for the same purpose, for example, the application of an impact or a sudden
relaxation of an applied force for exciting the structure. For jacket plat
forms, impact can be applied by gently pushing the structure at the fender
while relaxation can be accomplished by pulling the structure and then sudd
enly releasing it using a tug or a supply vessel in both cases. The present
study is an experimental investigation on a laboratory model of a jacket p
latform, for exploring the feasibility of adapting vibration responses due
to impulse and relaxation, for structural monitoring. Effects of damage in
six members of the platform as well as changes in deck masses were studied.
A finite element model of the structure was used to analyze all the cases
for comparison of the results as well as system identification. A data acqu
isition and analysis procedure for obtaining the response signatures of the
platform due to the: impulse and relaxation procedure was also developed f
or possible adoption in on-line monitoring of offshore platforms. From the
study. it has been concluded that both impulse and relaxation responses are
useful tools for monitoring offshore jacket platforms. The present work fo
rms the basis for the development of an automated, on-line monitoring syste
m for offshore platforms, using neural networks. (C) 2000 Elsevier Science
Ltd. All rights reserved.