-
1
-
-
0022044237
-
Ambient vibration studies of Golden Gate bridge. I: Suspended structure
-
Abdel-Ghaffar, A. M., and Scanlan, R. H. (1985). "Ambient vibration studies of Golden Gate bridge. I: Suspended structure." J. Eng. Mech., 111(4), 463-482.
-
(1985)
J. Eng. Mech.
, vol.111
, Issue.4
, pp. 463-482
-
-
Abdel-Ghaffar, A.M.1
Scanlan, R.H.2
-
2
-
-
0033717018
-
Dynamic assessment of curved cable-stayed bridge by model updating
-
Brownjohn, J. M. W., and Xia, P. Q. (2000). "Dynamic assessment of curved cable-stayed bridge by model updating." J. Struct. Eng., 126(2), 252-260.
-
(2000)
J. Struct. Eng.
, vol.126
, Issue.2
, pp. 252-260
-
-
Brownjohn, J.M.W.1
Xia, P.Q.2
-
3
-
-
0028480643
-
Structural damage identification from dynamic-test data
-
Casas, J. R., and Aparicio, A. C. (1994). "Structural damage identification from dynamic-test data." J. Struct. Eng., 120(8), 2437-2450.
-
(1994)
J. Struct. Eng.
, vol.120
, Issue.8
, pp. 2437-2450
-
-
Casas, J.R.1
Aparicio, A.C.2
-
4
-
-
0029358522
-
Evaluating structural deterioration by dynamic response
-
Chen, H. L., Spyrakos, C. C., and Venkatesh, G. (1995). "Evaluating structural deterioration by dynamic response." J. Struct. Eng., 121(8), 1197-1204.
-
(1995)
J. Struct. Eng.
, vol.121
, Issue.8
, pp. 1197-1204
-
-
Chen, H.L.1
Spyrakos, C.C.2
Venkatesh, G.3
-
5
-
-
13944257580
-
Data analysis and display software worksheet
-
DSP Development Corp., Cambridge, Mass.
-
DADiSP user manual. (1995). "Data analysis and display software worksheet," DSP Development Corp., Cambridge, Mass.
-
(1995)
DADiSP User Manual
-
-
-
6
-
-
0004049765
-
-
Dept. of Civil Engineering, Catholic Univ. of Leuven, Belgium
-
De Roeck, G., and Peeters, B. (1999). MACEC2.0 - Modal Analysis on civil engineering constructions, Dept. of Civil Engineering, Catholic Univ. of Leuven, Belgium, 〈http://www.bwk.kuleuven.ac.be/bwk/mechanics/macec〉.
-
(1999)
MACEC2.0 - Modal Analysis on Civil Engineering Constructions
-
-
De Roeck, G.1
Peeters, B.2
-
7
-
-
0033885931
-
Benchmark study on system identification through ambient vibration measuremenls
-
De Roeck, G., Peeters, B., and Ren, W. X. (2000). "Benchmark study on system identification through ambient vibration measuremenls." Proc., IMAC-XVIII, 18th Int. Modal Analysis Conf., 1106-1112.
-
(2000)
Proc., IMAC-XVIII, 18th Int. Modal Analysis Conf.
, pp. 1106-1112
-
-
De Roeck, G.1
Peeters, B.2
Ren, W.X.3
-
8
-
-
0003285688
-
Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: A lilerature review
-
ESA-EA, Los Alamos National Laboratory, Los Alamos, N.M.
-
Doebling, S. W., Farrar, C. R., Prime, M. B., and Shevitz, D. W. (1996). "Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: A lilerature review." Research Rep. LA-13070-MS, ESA-EA, Los Alamos National Laboratory, Los Alamos, N.M.
-
(1996)
Research Rep.
, vol.LA-13070-MS
-
-
Doebling, S.W.1
Farrar, C.R.2
Prime, M.B.3
Shevitz, D.W.4
-
9
-
-
0003498572
-
-
Kluwer Academic, Dordrecht, The Netherlands
-
Friswell, M. I., and Mottershead, J. E. (1995). Finite element model updating in structural dynamics, Kluwer Academic, Dordrecht, The Netherlands.
-
(1995)
Finite Element Model Updating in Structural Dynamics
-
-
Friswell, M.I.1
Mottershead, J.E.2
-
10
-
-
0031233873
-
Seismic evaluation of Brent-Spence bridge
-
Harik, I. E., et al. (1997). "Seismic evaluation of Brent-Spence bridge." J. Struct. Eng., 123(9), 1269-1275.
-
(1997)
J. Struct. Eng.
, vol.123
, Issue.9
, pp. 1269-1275
-
-
Harik, I.E.1
-
11
-
-
84861559311
-
Seismic evaluation of the US41 southbound bridge over the Ohio River at Henderson, KY
-
Kentucky Transportation Center, Univ. of Kentucky, Lexington, KY
-
Harik, I. E., et al. (1999). "Seismic evaluation of the US41 southbound bridge over the Ohio River at Henderson, KY." Research Rep. KTC-99-17, Kentucky Transportation Center, Univ. of Kentucky, Lexington, KY.
-
(1999)
Research Rep.
, vol.KTC-99-17
-
-
Harik, I.E.1
-
13
-
-
84930776372
-
Modal analysis for damage detection in structures
-
Hearn, G., and Testa, R. B. (1991). "Modal analysis for damage detection in structures." J. Struct. Eng., 117(10), 3042-3063.
-
(1991)
J. Struct. Eng.
, vol.117
, Issue.10
, pp. 3042-3063
-
-
Hearn, G.1
Testa, R.B.2
-
17
-
-
0025489214
-
Experimental study of bridge monitoring technique
-
Mazurek, D. F., and DeWolf, J. T. (1990). "Experimental study of bridge monitoring technique." J. Struct. Eng., 116(9), 2532-2549.
-
(1990)
J. Struct. Eng.
, vol.116
, Issue.9
, pp. 2532-2549
-
-
Mazurek, D.F.1
Dewolf, J.T.2
-
18
-
-
13944272492
-
Bridge inspection report: John A. Roebling bridge over the Ohio River at Covington
-
Dept. of Highways, Transportation Cabinet, Commonwealth of Kentucky
-
Parsons Brinckerhoff Quade & Douglas, Inc. (1988). "Bridge inspection report: John A. Roebling bridge over the Ohio River at Covington." Div. of Maintenance, Dept. of Highways, Transportation Cabinet, Commonwealth of Kentucky.
-
(1988)
Div. of Maintenance
-
-
-
19
-
-
13944269586
-
Roebling suspension bridge. I: Finite-element model and free vibration response
-
Ren, W.-X., Blandford, G. E., and Harik, I. E. (2004). "Roebling suspension bridge. I: Finite-element model and free vibration response." J. Bridge Eng., 9(2), 110-118.
-
(2004)
J. Bridge Eng.
, vol.9
, Issue.2
, pp. 110-118
-
-
Ren, W.-X.1
Blandford, G.E.2
Harik, I.E.3
-
20
-
-
13944270858
-
Structural evaluation of the John A. Roebling suspension bridge over the Ohio River
-
Kentucky Transportation Center, College of Engineering, Univ. of Kentucky
-
Ren, W. X., Harik, I. E., Blandford, G. E., Lennet, M., and Baseheart, T. M. (2003). "Structural evaluation of the John A. Roebling suspension bridge over the Ohio River." Research Rep. KTC-2003, Kentucky Transportation Center, College of Engineering, Univ. of Kentucky.
-
(2003)
Research Rep.
, vol.KTC-2003
-
-
Ren, W.X.1
Harik, I.E.2
Blandford, G.E.3
Lennet, M.4
Baseheart, T.M.5
-
21
-
-
0032784370
-
Structural modal identification from real operating conditions
-
Van der Auweraer, H., and Hermans, L. (1999). "Structural modal identification from real operating conditions." Sound Vib., 33(1), 34-41.
-
(1999)
Sound Vib.
, vol.33
, Issue.1
, pp. 34-41
-
-
Van Der Auweraer, H.1
Hermans, L.2
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