[1]
Gao, H., Kwok, K.C.S. and Samali, B., Optimization of Tuned Liquid Column Dampers, Engineering Structures, Vol. 19, pp.476-486, (1997).
DOI: 10.1016/s0141-0296(96)00099-5
Google Scholar
[2]
Chang.C. C, Hsu. C.T., Control performance of liquid column vibration absorbers, Engineering Structures, Vol. 20, 580-586, (1998).
DOI: 10.1016/s0141-0296(97)00062-x
Google Scholar
[3]
Balendra, T., Wang, C. M. and Rakesh, G., Vibration Control of Various Types of Buildings Using TLCD, Journal of Wind Engineering and Industrial Aerodynamics, Vol. 83, pp.197-208, (1999).
DOI: 10.1016/s0167-6105(99)00072-0
Google Scholar
[4]
You, K. P, The Control Response of Tall Building to Wind loads using Tuned Liquid Damper, doctoral dissertation, Chonbuk National University , Korea, (2004).
Google Scholar
[5]
You, J.Y., You, K.P. and Kim, Y.M., Aeroelastic model Test for a Tall Building using Tuned Liquid Column Damper, The 2012 World Congress on Advances in Civil, Environmental, and Materials Research(ACEM'12), Seoul, Korea, August 26-29, pp.2660-2675, (2012).
Google Scholar
[6]
Xu, Y. L., samali, B. and K work, K. C. S., Control of Along-wind Response of Structures by Mass and Liquid Dampers, ASCE J. or Engineering mechanics, Vol. 118, pp.20-39, (1992).
DOI: 10.1061/(asce)0733-9399(1992)118:1(20)
Google Scholar
[7]
Hitchcock. P. A, Kwok. K. C. S, Watkins. R. D., Characteristic of liquid column vibration absorbers (LCVA)-Ⅰ, Engineering Structures, Vol. 19, pp.126-134, (1997).
DOI: 10.1016/s0141-0296(96)00042-9
Google Scholar
[8]
Balendra. T, Wang. C. M, Rakesh. G., Effectiveness of TLCD on various structural systems, Engineering Structures, Vol. 21, pp.291-305, (1999).
DOI: 10.1016/s0141-0296(97)00156-9
Google Scholar
[9]
Chen. H, Chao. C. C., Optimal damping ration of TLCDs, Structural Engineering and Mechanics, Vol. 9, pp.227-240, (2000).
DOI: 10.12989/sem.2000.9.3.227
Google Scholar
[10]
Xue. S. D, Ko. J. M, Xu. Y. L., Tuned liquid column damper for suppressing potching motion of structures, Engineering Structures, Vol. 23, pp.1538-1551, (2001).
DOI: 10.1016/s0141-0296(99)00099-1
Google Scholar
[11]
Wu. J. C, Shih. M. H, Lin. Y. Y, Shen. Y. C., Design guidelines for tuned liquid column damper for structures responding to wind, Engineering Structures, Vol. 27, pp.1893-1905, (2005).
DOI: 10.1016/j.engstruct.2005.05.009
Google Scholar
[12]
Xu. Y. L, and Shum. K. M., Theoretical Investigation Multiple Tunned Liquid column Dampers for Torsional Vibration Control of Structure, Earthquake Engineering and Structural Control, Vol. 32, pp.309-328, (2003).
DOI: 10.1002/eqe.227
Google Scholar
[13]
Jong-Cheng Wu, Ming-Hsing Shih and Yuh-Yi Lin., Design guidelines for tuned liquid column damper for structures responding to wind" Engineering structures, Vol. 27, pp.1893-1905, (2005).
DOI: 10.1016/j.engstruct.2005.05.009
Google Scholar
[14]
Kim, Y. M, You, K.P. and Kim, H.Y., Wind-induced excitation control of a tall building with tuned mass dampers, The structural design of tall and special buildings. Vol. 17, pp.669-682, (2008).
DOI: 10.1002/tal.372
Google Scholar
[15]
Kim, Y.M., You, K.P. and Ko, N.H., Across-wind responses of an aeroelastic tapered tall building, Journal of Wind Engineering and Industrial Aerodynamics, Vol. 96, pp.1307-1319, (2008).
DOI: 10.1016/j.jweia.2008.02.038
Google Scholar
[16]
You, K.P. and Kim, Y.M., The wind-induced response characteristics of atypical tall buildings, The structural design of tall and special buildings. Vol. 18, pp.217-233, (2009).
DOI: 10.1002/tal.419
Google Scholar