[1] LI H N, YI T H, JING Q Y, et al. Wind-Induced vibration control of dalian international trade mansion by tuned liquid dampers[J]. Mathematical Problems in Engineering, 2012,2012: 1-21.
[2] SAKAI F, TAKAEDA S, TAMAKI T. Tuned liquid column damper-new type device for suppression of building vibration[C]∥Proceeinge International Conference on High-rise Building.Nanjing: [s.n.],1989: 926-931.
[3] WU J C. Experimental calibration and head loss prediction of tuned liquid column damper[J]. Tamkang Journal of Science and Engineering, 2005, 8(4): 319-325.
[4] GAO H,KWOK K C S, SAMALI B. Optimization of tuned liquid column dampers[J]. Engineering Structures, 1997, 19(6): 47486.
[5] YALLA S K, KAREEM A. Optimum absorber parameters for tuned liquid column dampers[J]. Journal of Structural Engineering, 2000, 126(8): 906-915.
[6] BALENDRA T, WANG C M, RAKESH G. Vibration control of various types of buildings using TLCD[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1999,83(1-3): 197-208.
[7] REITERER M, ZIEGLER F. Combined seismic activation of a SDOF-building with a passive TLCD attached[C]∥13th World Conference on Earthquake Engineering. Vancouver, BC, Canada:[s.n.],2004: 1-15.
[8] DEBARMA R, CHAKRABORTY S, GHOSH S K. Optimum design of tuned liquid column dampers under stochastic earthquake load considering uncertain bounded system parameters [J]. International Journal of Mechanical Sciences, 2010, 52(10): 1385-1393.
[9] MIN K W, KIM H S, LEE S H, et al. Performance evaluation of tuned liquid column dampers for response control of a 76-story benchmark building[J]. Engineering Structures, 2005, 27(7): 1101-1112.
[10] 殷永炜,阎石,杨金贤.调频液体柱型阻尼器振动控制参数的再研究[J].沈阳建筑工程学院学报,1999, 15(4): 322-327.
YIN Yong-wei,YAN Shi,YANG Jin-xian. A further study on the parameter of vibration control of tuned liquid column dapm[J]Journal of Shenyang Architecture and Civil Engineering Institute,1999,15(4): 322-327.
[11] FARSHIDIANFAR A, OLIAZADEH P. Vibration control of super tall buildings by tuned liquid column damper [C]∥17th International Congress on Sound and Vibration. Cairo, Egypt:[s.n.],2010: 18.
[12] CHANG C H. Computational fluid dynamics simulation for tuned liquid column dampers in horizontal motion[J]. Wind & Structures , 2011, 14(5): 435-447.
[13] FARSHIDIANFAR A, OLIAZADEH P. Closed form optimal solution of a tuned liquid column damper responding to earthquake[J]. World Academy of Science, Engineering and Technology, 2009, 59: 159-164.
[14] SHUM K M, KWOK K C S, HITCHCOCK P A. Closed-Form optimum liquid column vibration absorber parameters for base-excited damped structures[J]. Advances in Structural Engineering, 2011, 14(3): 489-497. |