[REQUEST] TLD's and TLCD's and offshore structural ENG

[manifertal]

Hi

I need these paper PLZ


Sakai F, Takaeda S, Tamaki T. Tuned liquid column damper- new type device for
suppression of building vibrations. In: Proceedings of international conference
on highrise buildings. 1989, p. 92631.


Vandiver JK, Mitone S. The effect of liquid storage tanks on the dynamic
response of offshore platforms. In: Dynamic analysis of offshore structures:
Recent developments. 1978.


Rogers N. Structural dynamics of offshore wind turbines subject to extreme
wave loading. In: Proceedings of the 20th BWEA annual conference. 1998.


Attari, N.K.A., Rofooei, F.R. (2008). On lateral response of structures
containing a cylindrical liquid tank under the effect of
fluid/structure resonances. J. Sound and Vibration 318(4–5),
1154–1179.


Pierson WJ, Moskowitz L. A proposed spectral filter for fully-developed wind
seas based on the similarity theory of S.A. Kitaigorodski. J Geophys Res 1964;
69:5181203.


Morison JR, et al. The forces exerted by surface waves on piles. Pet Trans, AIME
1950;189:14954.


Banerji, P., Murudi, M., Shah, A.H., Popplewell, N. (2000).
Tuned liquid dampers for controlling earthquake response of
structures. Earthquake Engng. & Structural Dynamics 29(5),
587–602.


Li JL, Hu SLJ, Jakubiak C. H2 active vibration control for offshore platform
subjected to wave loading. J Sound Vib 2003;263:70924.


Shimizu K, Teramura A. Development of vibration control system using Ushaped
tank. In: Proceedings of the 1st international workshop and seminar
on behavior of steel structures in seismic areas. 1994.


Frandsen, J.B. (2005). Numerical predictions of tuned liquid tank
structural systems. J. Fluids and Structures 20(33), 309–329.


Pirner, M., Urushadze, S. (2007). Liquid damper for suppressing
horizontal and vertical motions - parametric study. J. Wind
Engng. and Industrial Aerodynamics 95, 1329–1349.


Tait, M.J., El Damatty, A.A., Isyumov, N. (2005). An investigation
of tuned liquid dampers equipped with damping
screens under 2D excitation. Earthquake Engng. & Structural
Dynamics 34(7), 719–735.


Tait, M.J., Deng, X. (2008). The performance of structuretuned
liquid damper systems with different tank geometries.
Structural Control and Health Monitoring.


Banerji, P., Murudi, M., Shah, A.H. and Popplewell, N. (2000). Tuned liquid dampers for controlling earthquake
response of structures. Earthquake Engineering and Structural Dynamics 29:5, 587-602.


Chavan, S.A., (2002). Tuned liquid damper for structural control: experimental studies and numerical analysis,
M. Tech Project, IIT Bombay.



Koh, C.G., Mahatma, S. and Wang, C.M. (1994). Theoretical and experimental studies on rectangular tuned
liquid dampers under arbitrary excitations. Earthquake Engineering and Structural Dynamics 23:1, 17-31.



Fujii K., Tamura Y., Sato T., Wakahara T., “Wind-induced vibration of tower and
practical applications of Tuned Sloshing Damper.” Journal of Wind Engineering
and Industrial Aerodynamics, 33, (1990), pp. 263-272.


Kareem Ahsan, “Reduction of Wind Induced Motion Utilizing a Tuned Sloshing
Damper.” Journal of Wind Engineering and Industrial Aerodynamics, 36, (1990),
pp. 725-737.



Sun L.M., Fujino Y., Pacheco B.M., and Chaiseri P., “Modeling of Tuned Liquid
Damper (TLD).” Journal of Wind Engineering and Industrial Aerodynamics, 41-
44, (1992), pp. 1883-1894.


Thanks in Advance