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