-
1
-
-
23844557791
-
Technology developments in structural health monitoring of large-scale bridges
-
Ko J M, Ni Y Q. Technology developments in structural health monitoring of large-scale bridges. Eng Struct, 2005, 27(12): 1715-1725
-
(2005)
Eng Struct
, vol.27
, Issue.12
, pp. 1715-1725
-
-
Ko, J.M.1
Ni, Y.Q.2
-
2
-
-
33750110646
-
Overview of vibrational structural health monitoring with representative case studies
-
Hsieh K H, Halling M W, Barr P J. Overview of vibrational structural health monitoring with representative case studies. J Bridge Eng, 2006, 11(6): 707-715
-
(2006)
J Bridge Eng
, vol.11
, Issue.6
, pp. 707-715
-
-
Hsieh, K.H.1
Halling, M.W.2
Barr, P.J.3
-
3
-
-
34250821432
-
Vibration-based structural damage identification
-
Farrar C R, Doebling S W, Nix D A. Vibration-based structural damage identification. Philos Trans Royal Society: Math, Phys & Eng Sci, 2001, 359(1778): 131-149
-
(1778)
Philos Trans Royal Society: Math, Phys & Eng Sci
, vol.2001
, Issue.359
, pp. 131-149
-
-
Farrar, C.R.1
Doebling, S.W.2
Nix, D.A.3
-
4
-
-
67349146719
-
Field measurement on wind characteristic and buffeting response of the Runyang Suspension Bridge during typhoon Matsa
-
Wang H, Li A Q, Guo T, et al. Field measurement on wind characteristic and buffeting response of the Runyang Suspension Bridge during typhoon Matsa. Sci China Ser E-Tech Sci, 2009, 52(5): 1354-1362
-
(2009)
Sci China ser E-Tech Sci
, vol.52
, Issue.5
, pp. 1354-1362
-
-
Wang, H.1
Li, A.Q.2
Guo, T.3
-
5
-
-
77954524670
-
Characteristics of strong winds at the Runyang Suspension Bridge based on field tests from 2005 to 2008
-
Wang H, Li A Q, Jiao C K, et al. Characteristics of strong winds at the Runyang Suspension Bridge based on field tests from 2005 to 2008. J Zhejiang Univ-Sci A, 2010, 11(7): 465-476
-
(2010)
J Zhejiang Univ-Sci A
, vol.11
, Issue.7
, pp. 465-476
-
-
Wang, H.1
Li, A.Q.2
Jiao, C.K.3
-
6
-
-
80054707611
-
Prediction of extreme wind velocity at the site of the Runyang Suspension Bridge
-
Deng Y, Ding Y L, Li A Q. Prediction of extreme wind velocity at the site of the Runyang Suspension Bridge. J Zhejiang Univ-Sci A, 2011, 12(8): 605-615
-
(2011)
J Zhejiang Univ-Sci A
, vol.12
, Issue.8
, pp. 605-615
-
-
Deng, Y.1
Ding, Y.L.2
Li, A.Q.3
-
7
-
-
79960284733
-
Comparison of ambient vibration response of the Runyang Suspension Bridge under skew winds with time-domain numerical predictions
-
Wang H, Li A Q, Hu R M. Comparison of ambient vibration response of the Runyang Suspension Bridge under skew winds with time-domain numerical predictions. J Bridge Eng, 2011, 16(4): 513-526
-
(2011)
J Bridge Eng
, vol.16
, Issue.4
, pp. 513-526
-
-
Wang, H.1
Li, A.Q.2
Hu, R.M.3
-
8
-
-
77955260684
-
Non-linear buffeting response analysis of long-span suspension bridges with central buckle
-
Wang H, Li A Q, Zhao G W, et al. Non-linear buffeting response analysis of long-span suspension bridges with central buckle. Earthquake Eng Eng Vib, 2010, 9(2): 259-270
-
(2010)
Earthquake Eng Eng Vib
, vol.9
, Issue.2
, pp. 259-270
-
-
Wang, H.1
Li, A.Q.2
Zhao, G.W.3
-
9
-
-
52249083261
-
Experimental and analytical studies on static and dynamic characteristics of steel box girder for Runyang Cable-stayed Bridge
-
Ding Y L, Li A Q, Sun J, et al. Experimental and analytical studies on static and dynamic characteristics of steel box girder for Runyang Cable-stayed Bridge. Adv Struct Eng, 2008, 11(4): 425-438
-
(2008)
Adv Struct Eng
, vol.11
, Issue.4
, pp. 425-438
-
-
Ding, Y.L.1
Li, A.Q.2
Sun, J.3
-
10
-
-
48249092244
-
Finite element model updating for the Runyang Cable-stayed Bridge tower using ambient vibration test results
-
Ding Y L, Li A Q. Finite element model updating for the Runyang Cable-stayed Bridge tower using ambient vibration test results. Adv Struct Eng, 2008, 11(3): 323-335
-
(2008)
Adv Struct Eng
, vol.11
, Issue.3
, pp. 323-335
-
-
Ding, Y.L.1
Li, A.Q.2
-
11
-
-
77955205448
-
Accurate stress analysis on steel box girder of long span suspension bridges based on multi-scale submodeling method
-
Wang H, Li A Q, Hu R M, et al. Accurate stress analysis on steel box girder of long span suspension bridges based on multi-scale submodeling method. Adv Struct Eng, 2010, 13(4): 727-740
-
(2010)
Adv Struct Eng
, vol.13
, Issue.4
, pp. 727-740
-
-
Wang, H.1
Li, A.Q.2
Hu, R.M.3
-
12
-
-
77955317530
-
Multi-scale damage analysis for a steel box girder of a long-span cable-stayed bridge
-
Ding Y L, Li A Q, Du D S, et al. Multi-scale damage analysis for a steel box girder of a long-span cable-stayed bridge. Struct Infrastruct Eng, 2010, 6(6): 725-739
-
(2010)
Struct Infrastruct Eng
, vol.6
, Issue.6
, pp. 725-739
-
-
Ding, Y.L.1
Li, A.Q.2
Du, D.S.3
-
13
-
-
80053244431
-
Temperature-induced variations of measured modal frequencies of steel box girder for a long-span suspension bridge
-
Ding Y L, Li A Q. Temperature-induced variations of measured modal frequencies of steel box girder for a long-span suspension bridge. Int J Steel Struct, 2011, 11(2): 145-155
-
(2011)
Int J Steel Struct
, vol.11
, Issue.2
, pp. 145-155
-
-
Ding, Y.L.1
Li, A.Q.2
-
14
-
-
60349083693
-
Study of the structural damage identification method based on multi-mode information fusion
-
Liu T, Li A Q, Ding Y L, et al. Study of the structural damage identification method based on multi-mode information fusion. Struct Eng Mech, 2009, 31(3): 333-347
-
(2009)
Struct Eng Mech
, vol.31
, Issue.3
, pp. 333-347
-
-
Liu, T.1
Li, A.Q.2
Ding, Y.L.3
-
15
-
-
0742319406
-
Damage detection of structures by wavelet analysis
-
Kim H, Melhem H. Damage detection of structures by wavelet analysis. Eng Struct, 2004, 26(3): 347-362
-
(2004)
Eng Struct
, vol.26
, Issue.3
, pp. 347-362
-
-
Kim, H.1
Melhem, H.2
-
16
-
-
42349094382
-
A study on the WPT-based structural damage alarming of the ASCE benchmark experiments
-
Ding Y L, Li A Q, Liu T. A study on the WPT-based structural damage alarming of the ASCE benchmark experiments. Adv Struct Eng, 2008, 11(1): 121-127
-
(2008)
Adv Struct Eng
, vol.11
, Issue.1
, pp. 121-127
-
-
Ding, Y.L.1
Li, A.Q.2
Liu, T.3
-
17
-
-
42449158549
-
Environmental variability study on the measured responses of Runyang Cable-stayed Bridge using wavelet packet analysis
-
Ding Y L, Li A Q, Liu T. Environmental variability study on the measured responses of Runyang Cable-stayed Bridge using wavelet packet analysis. Sci China Ser E-Tech Sci, 2008, 51(5): 517-528
-
(2008)
Sci China ser E-Tech Sci
, vol.51
, Issue.5
, pp. 517-528
-
-
Ding, Y.L.1
Li, A.Q.2
Liu, T.3
-
18
-
-
65649094106
-
Research on seasonal correlation of wavelet packet energy spectrum and temperature of Runyang Suspension Bridge
-
Ding Y L, Li A Q, Sun J, et al. Research on seasonal correlation of wavelet packet energy spectrum and temperature of Runyang Suspension Bridge. Sci China Ser E-Tech Sci, 2009, 52(6): 1776-1785
-
(2009)
Sci China ser E-Tech Sci
, vol.52
, Issue.6
, pp. 1776-1785
-
-
Ding, Y.L.1
Li, A.Q.2
Sun, J.3
-
19
-
-
77955504831
-
Study on correlations of modal frequencies and environmental factors for a suspension bridge based on improved neural networks
-
Ding Y L, Deng Y, Li A Q. Study on correlations of modal frequencies and environmental factors for a suspension bridge based on improved neural networks. Sci China Tech Sci, 2010, 53(9): 2501-2509
-
(2010)
Sci China Tech Sci
, vol.53
, Issue.9
, pp. 2501-2509
-
-
Ding, Y.L.1
Deng, Y.2
Li, A.Q.3
-
20
-
-
50849083465
-
Fatigue life prediction of welded joints in orthotropic steel decks considering temperature effect and increasing traffic flow
-
Guo T, Li A Q, Li J H. Fatigue life prediction of welded joints in orthotropic steel decks considering temperature effect and increasing traffic flow. Struct Health Monit, 2008, 7(3): 189-202
-
(2008)
Struct Health Monit
, vol.7
, Issue.3
, pp. 189-202
-
-
Guo, T.1
Li, A.Q.2
Li, J.H.3
-
21
-
-
40649089684
-
Influence of ambient temperature on the fatigue damage of welded bridge decks
-
Guo T, Li A Q, Wang H. Influence of ambient temperature on the fatigue damage of welded bridge decks. Int J Fatigue, 2008, 30(6): 1092-1102
-
(2008)
Int J Fatigue
, vol.30
, Issue.6
, pp. 1092-1102
-
-
Guo, T.1
Li, A.Q.2
Wang, H.3
-
22
-
-
81855209001
-
Fatigue reliability assessment for bridge welded details using long-term monitoring data
-
doi: 10.1007/s11431-011-4526-6
-
Deng Y, Ding Y L, Li A Q. Fatigue reliability assessment for bridge welded details using long-term monitoring data. Sci China Tech Sci, 2011, doi: 10.1007/s11431-011-4526-6
-
(2011)
Sci China Tech Sci
-
-
Deng, Y.1
Ding, Y.L.2
Li, A.Q.3
-
23
-
-
77949972224
-
Structural condition assessment of longspan suspension bridges using long-term monitoring data
-
Deng Y, Ding Y L, Li A Q. Structural condition assessment of longspan suspension bridges using long-term monitoring data. Earthquake Eng Eng Vib, 2010, 9(1): 123-131
-
(2010)
Earthquake Eng Eng Vib
, vol.9
, Issue.1
, pp. 123-131
-
-
Deng, Y.1
Ding, Y.L.2
Li, A.Q.3
-
24
-
-
80052550495
-
Assessment of bridge expansion joints using long-term displacement measurement under changing environmental conditions
-
Ding Y L, Li A Q. Assessment of bridge expansion joints using long-term displacement measurement under changing environmental conditions. Front Architect Civil Eng China, 2011, 5(3): 374-380
-
(2011)
Front Architect Civil Eng China
, vol.5
, Issue.3
, pp. 374-380
-
-
Ding, Y.L.1
Li, A.Q.2
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