메뉴 건너뛰기




Volumn 7, Issue 4, 1997, Pages 266-270

Effect of Temperature on Dynamic System Parameters of a Highway Bridge

Author keywords

[No Author keywords available]

Indexed keywords


EID: 1542397331     PISSN: 10168664     EISSN: None     Source Type: Journal    
DOI: 10.2749/101686697780494563     Document Type: Article
Times cited : (109)

References (19)
  • 1
    • 0028766135 scopus 로고
    • Damage Detection in Structures Using Changes in Flexibility
    • PANDEY, A. K.; BISWAS, M. Damage Detection in Structures Using Changes in Flexibility. J. of Sound and Vibration, 169 (1)1994, pp. 3-17.
    • (1994) J. of Sound and Vibration , vol.169 , Issue.1 , pp. 3-17
    • Pandey, A.K.1    Biswas, M.2
  • 2
    • 0029343698 scopus 로고
    • Experimental Verification of Flexibility Difference Method for Locating Damage in Structures
    • PANDEY, A. K.; BISWAS, M. Experimental Verification of Flexibility Difference Method for Locating Damage in Structures. J. of Sound and Vibration, 184 (2), 1995, pp. 311-328.
    • (1995) J. of Sound and Vibration , vol.184 , Issue.2 , pp. 311-328
    • Pandey, A.K.1    Biswas, M.2
  • 3
    • 1542428658 scopus 로고
    • Diagnostic Dynamic Testing of Bridges on Brenner Motorway
    • Univ. of Surrey, Guildford, UK, March
    • FLESH, R. G.; KERNBICHLER, K. Diagnostic Dynamic Testing of Bridges on Brenner Motorway. International Conference on Bridge Management, Univ. of Surrey, Guildford, UK, March 1990.
    • (1990) International Conference on Bridge Management
    • Flesh, R.G.1    Kernbichler, K.2
  • 4
    • 0042125476 scopus 로고
    • Evaluation of Structural Safety Margins for Existing Post-Tensioned Concrete Bridges Via Dynamic Tests
    • Univ. of Edinburgh
    • ALOCCO, V.; BUCCINO, F.; VITIELLO, E.; FAVA, A. Evaluation of Structural Safety Margins for Existing Post-Tensioned Concrete Bridges Via Dynamic Tests. 5th Int. Conference on Structural Faults and Repairs, Univ. of Edinburgh, 1993, pp. 263-271.
    • (1993) 5th Int. Conference on Structural Faults and Repairs , pp. 263-271
    • Alocco, V.1    Buccino, F.2    Vitiello, E.3    Fava, A.4
  • 5
    • 0022751522 scopus 로고
    • Vibration of PC Bridge during Failure Process
    • KATO, M.; SHIMADA, S. Vibration of PC Bridge During Failure Process. J. of Structural Engineering, ASCE, 112(7), 1986, pp. 1692-1703.
    • (1986) J. of Structural Engineering, ASCE , vol.112 , Issue.7 , pp. 1692-1703
    • Kato, M.1    Shimada, S.2
  • 6
    • 0026419519 scopus 로고
    • Damage Detection from Changes in Curvature Mode Shape
    • PANDEY, A. K.; BISWAS, M.; SAMMAN, M. M. Damage Detection from Changes in Curvature Mode Shape. J. of Sound and Vibration, 145 (2), 1991, pp. 312-332.
    • (1991) J. of Sound and Vibration , vol.145 , Issue.2 , pp. 312-332
    • Pandey, A.K.1    Biswas, M.2    Samman, M.M.3
  • 10
    • 0025447120 scopus 로고
    • Structural Damage Detection Based on Static and Modal Analysis
    • HAJELA, P.; SOEIRO, F. J. Structural Damage Detection Based on Static and Modal Analysis. AIAA Journal, 28 (6), 1990, pp. 1110-1115.
    • (1990) AIAA Journal , vol.28 , Issue.6 , pp. 1110-1115
    • Hajela, P.1    Soeiro, F.J.2
  • 11
    • 0028417010 scopus 로고
    • Structural Damage Detection Using a Minimum Rank Updating Theory
    • ZIMMERMAN, D. C.; KAOUK, M. Structural Damage Detection Using a Minimum Rank Updating Theory. J. of Vibration and Acoustics, 116, 1994, pp. 222-231.
    • (1994) J. of Vibration and Acoustics , vol.116 , pp. 222-231
    • Zimmerman, D.C.1    Kaouk, M.2
  • 15
    • 0010000872 scopus 로고
    • Swanson Analysis Systems
    • ANSYS, revision 5.3, Swanson Analysis Systems, 1992.
    • (1992) ANSYS, Revision 5.3
  • 19
    • 0020220627 scopus 로고
    • A Correlation Coefficient for Modal Vector Analysis
    • Orlando, FL
    • ALLEMANG, R. J.; BROWN, D. L. A Correlation Coefficient for Modal Vector Analysis. 1st Int. Modal Analysis Conference, Orlando, FL, 1982. pp. 110-116.
    • (1982) 1st Int. Modal Analysis Conference , pp. 110-116
    • Allemang, R.J.1    Brown, D.L.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.