-
1
-
-
0042030339
-
Dynamic behavior of an arch dam during earthquake
-
The University of Tokyo, December
-
Okamoto, S., Yoshida, M., Kato, K. & Hakuno, M. Dynamic behavior of an arch dam during earthquake. Report of the Institute of Industrial Science, The University of Tokyo, Vol. 14, No. 2, December 1964, pp. 54-119.
-
(1964)
Report of the Institute of Industrial Science
, vol.14
, Issue.2
, pp. 54-119
-
-
Okamoto, S.1
Yoshida, M.2
Kato, K.3
Hakuno, M.4
-
2
-
-
0041529093
-
Amplification studies of the Pacoima dam from aftershocks of the San Fernando earthquake
-
Rome
-
Mickey, W. V., Perez, V. & Cloud, W. K. Amplification studies of the Pacoima Dam from aftershocks of the San Fernando earthquake. Proc. 5th WCEE, Rome, Vol. 1, 1974, pp. 755-762.
-
(1974)
Proc. 5th WCEE
, vol.1
, pp. 755-762
-
-
Mickey, W.V.1
Perez, V.2
Cloud, W.K.3
-
3
-
-
0042030329
-
Contribution of the surveillance to the evaluation of the seismic efficiency of dams, example of the Ambiesta Dam
-
Castoldi, A. Contribution of the surveillance to the evaluation of the seismic efficiency of dams, example of the Ambiesta Dam. Seminar on Constructions in Seismic Zones, Bergamo, Vol. 4, 1978, pp. 107-118.
-
(1978)
Seminar on Constructions in Seismic Zones, Bergamo
, vol.4
, pp. 107-118
-
-
Castoldi, A.1
-
4
-
-
0042531125
-
-
Report OSMS 87-05, California, Department of Conservation, Division of Mines and Geology, Office of Strong Motion Studies
-
CDMG, CSMIP strong-motion records from the Whittier, California Earthquake of 1 October, 1987. Report OSMS 87-05, California, Department of Conservation, Division of Mines and Geology, Office of Strong Motion Studies, 1987.
-
(1987)
CDMG, CSMIP Strong-motion Records from the Whittier, California Earthquake of 1 October, 1987
-
-
-
5
-
-
0042531129
-
-
Report no. CEER-R76-14, Center for Earthquake Engineering Research, National Taiwan University, Taipei, Taiwan, August
-
Chang, S. C. & Tsai, I. C. A study on seismic response of the Techi arch dam. Report no. CEER-R76-14, Center for Earthquake Engineering Research, National Taiwan University, Taipei, Taiwan, August, 1987.
-
(1987)
A Study on Seismic Response of the Techi Arch Dam
-
-
Chang, S.C.1
Tsai, I.C.2
-
6
-
-
0022507625
-
Time domain parameter identification methods for linear modal analysis: A unifying approach
-
Leuridan, J. M., Brown, D. L. & Allemany, R. J. Time domain parameter identification methods for linear modal analysis: a unifying approach. J. Vibr. Acoust. Stress Reliab. Des., 1986, 108, 1-8.
-
(1986)
J. Vibr. Acoust. Stress Reliab. Des.
, vol.108
, pp. 1-8
-
-
Leuridan, J.M.1
Brown, D.L.2
Allemany, R.J.3
-
8
-
-
0024755824
-
Adaptive modelling, identification and control of dynamic structural system, I: Theory
-
Safak, E. Adaptive modelling, identification and control of dynamic structural system, I: theory. ASCE J. Engng Mech., 1989, 115, 2386-2405.
-
(1989)
ASCE J. Engng Mech.
, vol.115
, pp. 2386-2405
-
-
Safak, E.1
-
9
-
-
0024755976
-
Adaptive modelling, identification and control of dynamic structural system, II: Application
-
Safak, E. Adaptive modelling, identification and control of dynamic structural system, II: application. ASCE J. Engng Mech., 1989, 115, 2406-2426.
-
(1989)
ASCE J. Engng Mech.
, vol.115
, pp. 2406-2426
-
-
Safak, E.1
-
10
-
-
0003420358
-
Experimental verification of a number of structural system identification algorithm
-
Ghanem, R. G., Gravin, H. & Shnozuka, M. Experimental verification of a number of structural system identification algorithm. Technical Report NCEER-91-0024, 1991.
-
(1991)
Technical Report NCEER-91-0024
-
-
Ghanem, R.G.1
Gravin, H.2
Shnozuka, M.3
-
11
-
-
0028831692
-
A system identification approach to the detection of changes in both linear and non-linear structural parameters
-
Loh, C. H. & Tou, I. C. A system identification approach to the detection of changes in both linear and non-linear structural parameters. Earthq. Engng Struct. Dyn., 1995, 24, 85-97.
-
(1995)
Earthq. Engng Struct. Dyn.
, vol.24
, pp. 85-97
-
-
Loh, C.H.1
Tou, I.C.2
-
12
-
-
0042531130
-
New development in seam treatment of Fei-Tsui arch dam foundation
-
Canada
-
Cheng, Y. New development in seam treatment of Fei-Tsui arch dam foundation. Proc. 6th Int. Conf. on Rock Mechanics, Canada, 1989, pp. 319-321.
-
(1989)
Proc. 6th Int. Conf. on Rock Mechanics
, pp. 319-321
-
-
Cheng, Y.1
-
13
-
-
0042531124
-
Application of an alternative method including foundation effect for arch dam seismic analysis
-
Tokyo, August
-
Chen, L. M. Application of an alternative method including foundation effect for arch dam seismic analysis. Proc. of 9th WCEE, Vol. 6, Tokyo, August, 1988, pp. 349-354.
-
(1988)
Proc. of 9th WCEE
, vol.6
, pp. 349-354
-
-
Chen, L.M.1
-
14
-
-
84988518909
-
A mathematical basis for the random decrement vibration signature analysis technique
-
Vandiver, J. K., Dunwoody, A. B., Campbell, R. B. & Cook, M. F. A mathematical basis for the random decrement vibration signature analysis technique. J. Mech. Des., 1982, 104, 307-313.
-
(1982)
J. Mech. Des.
, vol.104
, pp. 307-313
-
-
Vandiver, J.K.1
Dunwoody, A.B.2
Campbell, R.B.3
Cook, M.F.4
-
15
-
-
0016473222
-
Maximum entropy spectral analysis and autoregressive decomposition
-
Ulrych, T. J. & Bishop, T. N. Maximum entropy spectral analysis and autoregressive decomposition. Rev. Geophys. Space Phys., 1975, 12, 183-200.
-
(1975)
Rev. Geophys. Space Phys.
, vol.12
, pp. 183-200
-
-
Ulrych, T.J.1
Bishop, T.N.2
-
16
-
-
0017006632
-
Structural system parameter estimation by two-stage least-squares method
-
Gersch, W., Taoka, G. T. & Liu, R. Structural system parameter estimation by two-stage least-squares method. J. Engng. Mech. Div. ASCE, 1976, 102, 883-898.
-
(1976)
J. Engng. Mech. Div. ASCE
, vol.102
, pp. 883-898
-
-
Gersch, W.1
Taoka, G.T.2
Liu, R.3
-
17
-
-
0043032021
-
-
Ph.D. dissertation, John A. Blume Earthquake Engineering Center, Stanford University, Stanford
-
Sotoudh, V. Measurement and analysis of structural vibrations. Ph.D. dissertation, John A. Blume Earthquake Engineering Center, Stanford University, Stanford, 1986.
-
(1986)
Measurement and Analysis of Structural Vibrations
-
-
Sotoudh, V.1
|