Geology Reference
In-Depth Information
Li, H., & Ni, X. (2007). Optimization of non-
uniformly distributed multiple tuned mass damper.
Journal of Sound and Vibration , 308 , 80-97.
doi:10.1016/j.jsv.2007.07.014
Sikaroudi, H., & Chandler, A. M. (1992). Struc-
ture-foundation interaction in the earthquake
response of torsionally asymmetric buildings.
Soil Dynamics and Earthquake Engineering ,
11 (1), 1-16. doi:10.1016/0267-7261(92)90022-6
Lin, C. C., Hu, C. M., Wang, J. F., & Hu, R. Y.
(1994). Vibration control effectiveness of passive
tuned mass dampers. Journal of the Chinese
Institute of Engineers , 17 , 367-376. doi:10.108
0/02533839.1994.9677600
Ueng, J. M., Lin, C. C., & Wang, J. F. (2008).
Practical design issues of tuned mass dampers for
torsionally-coupled buildings under earthquake
loadings. Structural Design of Tall and Special
Buildings , 17 (3), 133-165. doi:10.1002/tal.336
Lin, C. C., Ueng, J. M., & Huang, T. C. (1999).
Seismic response reduction of irregular buildings
using passive tuned mass dampers. Engineering
Structures , 22 (5), 513-524. doi:10.1016/S0141-
0296(98)00054-6
Wang, J. F., & Lin, C. C. (2005). Seismic per-
formance of multiple tuned mass dampers for
soil-irregular building interaction systems. Inter-
national Journal of Solids and Structures , 42 (20),
5536-5554. doi:10.1016/j.ijsolstr.2005.02.042
Lin, C. C., Wang, C. E., Wu, H. W., & Wang, J.
F. (2005). On-line building damage assessment
based on earthquake records. Smart Materials and
Structures , 14 , S137-S153. doi:10.1088/0964-
1726/14/3/017
Wang, J. F., Lin, C. C., & Chen, B. L. (2003).
Vibration suppression for high speed railway
bridges using tuned mass dampers. International
Journal of Solids and Structures , 40 (2), 465-491.
doi:10.1016/S0020-7683(02)00589-9
Lin, C. C., Wang, J. F., & Chen, B. L. (2005).
Train-induced vibration control of high-speed
railway bridges equipped with multiple tuned
mass dampers. Journal of Bridge Engineering ,
10 (4), 398-414. doi:10.1061/(ASCE)1084-
0702(2005)10:4(398)
Wang, J. F., Lin, C. C., & Lian, C. H. (2009).
Two-stage optimum design of tuned mass dampers
with consideration of stroke. Structural Control
and Health Monitoring , 16 , 55-72. doi:10.1002/
stc.312
Lin, C. C., Wang, J. F., Lien, C. H., Chiang,
H. W., & Lin, C. S. (2010). Optimum design
and experimental study of multiple tuned mass
dampers with limited stroke. Earthquake Engi-
neering & Structural Dynamics , 39 , 1631-1651.
doi:10.1002/eqe.1008
Wu, W.-H., Wang, J. F., & Lin, C. C. (2001).
Systematic assessment of irregular building-soil
interaction using efficient modal analysis. Earth-
quake Engineering & Structural Dynamics , 30 ,
573-594. doi:10.1002/eqe.25
Xu, K., & Igusa, T. (1992). Dynamic characteris-
tics of multiple substructures with closely spaced
frequencies. Earthquake Engineering & Struc-
tural Dynamics , 21 (12), 1059-1070. doi:10.1002/
eqe.4290211203
Lin, C. C., Wang, J. F., & Ueng, J. M. (2001).
Vibration control identification of seismically
excited m.d.o.f structure-PTMD systems. Jour-
nal of Sound and Vibration , 240 (1), 87-115.
doi:10.1006/jsvi.2000.3188
Yamaguchi, H., & Harnpornchai, N. (1993).
Fundamental characteristics of multiple tuned
mass dampers for suppressing harmonically
forced oscillations. Earthquake Engineering &
Structural Dynamics , 22 , 51-62. doi:10.1002/
eqe.4290220105
Morgenstern, J. (199, May 295). City perils: The
fifty-nine-story crisis. The New Yorker , 45-53.
Retrieved from http://www.duke.edu/ ~hpgavin/
ce131/citicorp1.htm
Search WWH ::




Custom Search