-
1
-
-
0000466521
-
Structural dampers
-
P. Mahmoodi, 'Structural dampers', ASCE, 95(ST8), 1661-1672 (1969).
-
(1969)
ASCE
, vol.95
, Issue.ST8
, pp. 1661-1672
-
-
Mahmoodi, P.1
-
2
-
-
0028762410
-
Analytical model of viscoelastic dampers for seismic mitigation of structures
-
H. H. Lee and C. S. Tsai, 'Analytical model of viscoelastic dampers for seismic mitigation of structures', Computers & Struct., 50, 111-121 (1994).
-
(1994)
Computers & Struct.
, vol.50
, pp. 111-121
-
-
Lee, H.H.1
Tsai, C.S.2
-
3
-
-
0041635681
-
Visco-elastic damper: Cyclic loading test to construct mechanical model
-
in Japanese
-
S. Soda, J. Wada, Y. Hirata and H. Yamanaka, 'Visco-elastic damper: cyclic loading test to construct mechanical model', AIJ J. Struct. Constr. Engng, 457, 29-36 (1994), in Japanese.
-
(1994)
AIJ J. Struct. Constr. Engng
, vol.457
, pp. 29-36
-
-
Soda, S.1
Wada, J.2
Hirata, Y.3
Yamanaka, H.4
-
4
-
-
0028176403
-
Temperature effect of viscoelastic dampers during earthquakes
-
C. S. Tsai, 'Temperature effect of viscoelastic dampers during earthquakes', ASCE J. Struct. Engng, 120, 394-409 (1994).
-
(1994)
ASCE J. Struct. Engng
, vol.120
, pp. 394-409
-
-
Tsai, C.S.1
-
5
-
-
0042720507
-
Brace dampers: An alternative structural system for improving the earthquake performance of buildings
-
Earthquake Engineering Research Institute, San Francisco, California, U.S.A.
-
R. E. Scholl, 'Brace dampers: an alternative structural system for improving the earthquake performance of buildings', Proc. 8th World Conf. on Earthquake Engng, Earthquake Engineering Research Institute, San Francisco, California, U.S.A., Vol. V, 1984, pp. 1015-1022.
-
(1984)
Proc. 8th World Conf. on Earthquake Engng
, vol.5
, pp. 1015-1022
-
-
Scholl, R.E.1
-
6
-
-
0000595105
-
A study on buildings with large damping using viscous damping walls
-
Japan Association for Earthquake Disaster Prevention, Tokyo-Kyoto, Japan
-
F. Arima, M. Miyazaki, H. Tanaka and Y. Yamazaki, 'A study on buildings with large damping using viscous damping walls', Proc. 9th World Conf. on Earthquake Engng, Japan Association for Earthquake Disaster Prevention, Tokyo-Kyoto, Japan, Vol. V, 1988, pp. 821-826.
-
(1988)
Proc. 9th World Conf. on Earthquake Engng
, vol.5
, pp. 821-826
-
-
Arima, F.1
Miyazaki, M.2
Tanaka, H.3
Yamazaki, Y.4
-
7
-
-
0024470981
-
Seismic response of steel frame structures with added viscoelastic dampers
-
R. H. Zhang, T. T. Soong and P. Mahmoodi, 'Seismic response of steel frame structures with added viscoelastic dampers', Earthquake Engng & Struct. Dynamics, 18, 389-396 (1989).
-
(1989)
Earthquake Engng & Struct. Dynamics
, vol.18
, pp. 389-396
-
-
Zhang, R.H.1
Soong, T.T.2
Mahmoodi, P.3
-
8
-
-
0025800906
-
An experimental study on seismic behavior of viscoelastically damped structures
-
R. C. Lin, Z. Liang, T. T. Soong, R. H. Zhang and P. Mahmoodi, 'An experimental study on seismic behavior of viscoelastically damped structures', Engng Struct., 13, 75-84 (1991).
-
(1991)
Engng Struct.
, vol.13
, pp. 75-84
-
-
Lin, R.C.1
Liang, Z.2
Soong, T.T.3
Zhang, R.H.4
Mahmoodi, P.5
-
9
-
-
8344277080
-
Viscoelastic dampers as energy dissipation devices for structural applications
-
Tokyo
-
K. C. Chang, T. T. Soong, M. L. Lai and E. J. Nielsen, 'Viscoelastic dampers as energy dissipation devices for structural applications', Int. Workshop on Recent Developments in Base-Isolation Techniques for Buildings, Tokyo, 1992, pp. 175-186.
-
(1992)
Int. Workshop on Recent Developments in Base-Isolation Techniques for Buildings
, pp. 175-186
-
-
Chang, K.C.1
Soong, T.T.2
Lai, M.L.3
Nielsen, E.J.4
-
10
-
-
0028975908
-
Passive seismic response controlled high-rise building with high damping device
-
N. Niwa, T. Kobori, M. Takahashi, T. Hatada, H. Kurino and J. Tagami, 'Passive seismic response controlled high-rise building with high damping device', Earthquake Engng & Struct. Dynamics, 24, 655-671 (1995).
-
(1995)
Earthquake Engng & Struct. Dynamics
, vol.24
, pp. 655-671
-
-
Niwa, N.1
Kobori, T.2
Takahashi, M.3
Hatada, T.4
Kurino, H.5
Tagami, J.6
-
11
-
-
0020564794
-
Optimum design of a first story damping system
-
M. C. Constantinou and I. G. Tadjbakhsh, Optimum design of a first story damping system', Computers & Struct., 17, 305-310 (1983).
-
(1983)
Computers & Struct.
, vol.17
, pp. 305-310
-
-
Constantinou, M.C.1
Tadjbakhsh, I.G.2
-
12
-
-
38249008663
-
Optimal positioning of dampers in multi-body systems
-
M. Gürgöze and P. C. Müller, Optimal positioning of dampers in multi-body systems', J. Sound & Vib., 158, 517-530 (1992).
-
(1992)
J. Sound & Vib.
, vol.158
, pp. 517-530
-
-
Gürgöze, M.1
Müller, P.C.2
-
13
-
-
0026869898
-
Seismic design of viscoelastic dampers for structural applications
-
R. H. Zhang and T. T. Soong, 'Seismic design of viscoelastic dampers for structural applications', ASCE J. Structural Engng, 118, 1375-1392 (1992).
-
(1992)
ASCE J. Structural Engng
, vol.118
, pp. 1375-1392
-
-
Zhang, R.H.1
Soong, T.T.2
-
14
-
-
0027110573
-
Effects of added-damper distribution on the seismic response of buildings
-
G. D. Hahn and K. R. Sathiavageeswaran, 'Effects of added-damper distribution on the seismic response of buildings', Computers & Struct., 43, 941-950 (1992).
-
(1992)
Computers & Struct.
, vol.43
, pp. 941-950
-
-
Hahn, G.D.1
Sathiavageeswaran, K.R.2
-
15
-
-
0019557036
-
An algorithm for the optimal design of passive vibration controllers for flexible systems
-
C. W. De Silva, 'An algorithm for the optimal design of passive vibration controllers for flexible systems', J. Sound & Vib., 75, 495-502 (1981).
-
(1981)
J. Sound & Vib.
, vol.75
, pp. 495-502
-
-
De Silva, C.W.1
-
17
-
-
0030166802
-
Inverse damping perturbation for stiffness design of shear buildings
-
in printing
-
Tsuneyoshi Nakamura and M. Tsuji, 'Inverse damping perturbation for stiffness design of shear buildings', ASCE J. Structural Engng, 122, 1996, in printing.
-
(1996)
ASCE J. Structural Engng
, vol.122
-
-
Nakamura, T.1
Tsuji, M.2
-
18
-
-
0016081326
-
A numerical study of damping
-
W. T. Thomson, T. Calkins and P. Caravani, 'A numerical study of damping', Earthquake Engng & Struct. Dynamics, 3, 97-103 (1974).
-
(1974)
Earthquake Engng & Struct. Dynamics
, vol.3
, pp. 97-103
-
-
Thomson, W.T.1
Calkins, T.2
Caravani, P.3
-
19
-
-
0023983691
-
Sequential optimal truss generators for frequency ranges
-
Tsuneyoshi Nakamura and M. Ohsaki, 'Sequential optimal truss generators for frequency ranges', Computer Methods in Appl. Mech. & Engng, 67, 189-209 (1988).
-
(1988)
Computer Methods in Appl. Mech. & Engng
, vol.67
, pp. 189-209
-
-
Nakamura, T.1
Ohsaki, M.2
-
20
-
-
0002851035
-
Elastic minimum-weight design for specified fundamental frequency
-
C. Y. Sheu, 'Elastic minimum-weight design for specified fundamental frequency', Int. J. Solids & Struct., 4, 953-958 (1968).
-
(1968)
Int. J. Solids & Struct.
, vol.4
, pp. 953-958
-
-
Sheu, C.Y.1
-
21
-
-
85024551997
-
Problems of optimal structural design
-
W. Prager and J. E. Taylor, 'Problems of optimal structural design', ASME J. Appl. Mech., 35, 102-106 (1968).
-
(1968)
ASME J. Appl. Mech.
, vol.35
, pp. 102-106
-
-
Prager, W.1
Taylor, J.E.2
-
22
-
-
0019726946
-
A response spectrum method for random vibration analysis of MDF systems
-
A. Der Kiureghian, 'A response spectrum method for random vibration analysis of MDF systems', Earthquake Engng & Struct. Dynamics, 9, 419-435 (1981).
-
(1981)
Earthquake Engng & Struct. Dynamics
, vol.9
, pp. 419-435
-
-
Der Kiureghian, A.1
-
23
-
-
0019541705
-
A replacement for SRSS method in seismic analysis
-
E. L. Wilson, A. Der Kiureghian and E. P. Bayo, 'A replacement for SRSS method in seismic analysis', Earthquake Engng & Struct. Dynamics, 9, 187-194 (1981).
-
(1981)
Earthquake Engng & Struct. Dynamics
, vol.9
, pp. 187-194
-
-
Wilson, E.L.1
Der Kiureghian, A.2
Bayo, E.P.3
-
24
-
-
0017545292
-
Errors in response calculations for non-classically damped structures
-
G. B. Warburton and S. R. Soni, 'Errors in response calculations for non-classically damped structures', Earthquake Engng & Struct. Dynamics, 5, 365-376 (1977).
-
(1977)
Earthquake Engng & Struct. Dynamics
, vol.5
, pp. 365-376
-
-
Warburton, G.B.1
Soni, S.R.2
-
25
-
-
0021133837
-
Modal decomposition method for stationary response of non-classically damped systems
-
T. Igusa, A. Der Kiureghian and J. L. Sackman, 'Modal decomposition method for stationary response of non-classically damped systems', Earthquake Engng & Struct. Dynamics, 12, 121-136 (1984).
-
(1984)
Earthquake Engng & Struct. Dynamics
, vol.12
, pp. 121-136
-
-
Igusa, T.1
Der Kiureghian, A.2
Sackman, J.L.3
-
26
-
-
38249020212
-
A response spectrum approach for seismic analysis of nonclassically damped structures
-
J. N. Yang, S. Sarkani and F. X. Long, 'A response spectrum approach for seismic analysis of nonclassically damped structures', Engng Struct., 12, 173-184 (1990).
-
(1990)
Engng Struct.
, vol.12
, pp. 173-184
-
-
Yang, J.N.1
Sarkani, S.2
Long, F.X.3
-
27
-
-
0024939724
-
Sequential generator of earthquake-response constrained trusses for design strain ranges
-
Tsuneyoshi Nakamura and M. Ohsaki, 'Sequential generator of earthquake-response constrained trusses for design strain ranges', Computers & Struct., 33, 1403-1416 (1989).
-
(1989)
Computers & Struct.
, vol.33
, pp. 1403-1416
-
-
Nakamura, T.1
Ohsaki, M.2
-
28
-
-
0004062885
-
-
Earthquake Engineering Research Institute, Berkeley, California, U.S.A.
-
N. M. Newmark and W. J. Hall, Earthquake Spectra and Design, Earthquake Engineering Research Institute, Berkeley, California, U.S.A., 1982.
-
(1982)
Earthquake Spectra and Design
-
-
Newmark, N.M.1
Hall, W.J.2
-
29
-
-
0003635966
-
Simulated earthquake motions compatible with prescribed response spectra-SIMQKE
-
Massachusetts Institute of Technology, Cambridge, Massachusetts, U.S.A.
-
D. A. Gasparini and E. H. Vanmarcke, 'Simulated earthquake motions compatible with prescribed response spectra-SIMQKE', NISEE/Computer Applications, Massachusetts Institute of Technology, Cambridge, Massachusetts, U.S.A., 1976.
-
(1976)
NISEE/Computer Applications
-
-
Gasparini, D.A.1
Vanmarcke, E.H.2
-
30
-
-
0003685270
-
-
The RAND Corporation, Santa Monica, California, U.S.A.
-
A. C. Hearn, REDUCE USER'S MANUAL Version 3.3, The RAND Corporation, Santa Monica, California, U.S.A., 1987.
-
(1987)
REDUCE USER'S MANUAL Version 3.3
-
-
Hearn, A.C.1
-
31
-
-
84990886706
-
ADIFOR: A FORTRAN system for portable automatic differentiation
-
Cleveland, Ohio, U.S.A.
-
C. Bischof and A. Griewank, 'ADIFOR: a FORTRAN system for portable automatic differentiation', Proc. 4th AIAA/USAF/NASA/OAI Symposium on Multidisciplinary Analysis and Optimization, Cleveland, 1992, Ohio, U.S.A., pp. 433-441.
-
(1992)
Proc. 4th AIAA/USAF/NASA/OAI Symposium on Multidisciplinary Analysis and Optimization
, pp. 433-441
-
-
Bischof, C.1
Griewank, A.2
-
32
-
-
84985814824
-
Coordinates which uncouples the equations of motion of damped linear dynamic systems
-
K. A. Foss, 'Coordinates which uncouples the equations of motion of damped linear dynamic systems', ASME J. Appl. Mech., 25, 361-364 (1958).
-
(1958)
ASME J. Appl. Mech.
, vol.25
, pp. 361-364
-
-
Foss, K.A.1
|