메뉴 건너뛰기




Volumn 7, Issue 5, 1998, Pages 704-719

Comparative study of damage identification algorithms applied to a bridge: I. Experiment

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; BRIDGES; DAMPING; FAILURE ANALYSIS; NATURAL FREQUENCIES; STIFFNESS MATRIX;

EID: 0032178636     PISSN: 09641726     EISSN: None     Source Type: Journal    
DOI: 10.1088/0964-1726/7/5/013     Document Type: Review
Times cited : (399)

References (42)
  • 3
    • 0028764424 scopus 로고
    • Modified chain-code computer vision techniques for interrogation of vibration signatures for structural fault detection
    • Biswas M, Pandey A and Bluni S 1994 Modified chain-code computer vision techniques for interrogation of vibration signatures for structural fault detection J. Sound Vib. 175 89-104
    • (1994) J. Sound Vib. , vol.175 , pp. 89-104
    • Biswas, M.1    Pandey, A.2    Bluni, S.3
  • 5
    • 4043176825 scopus 로고    scopus 로고
    • Damage identification in structures and mechanical systems based on changes in their vibration characteristics: A detailed literature review
    • LA-13070-MS
    • Doebling S W et al 1996 Damage identification in structures and mechanical systems based on changes in their vibration characteristics: a detailed literature review Los Alamos National Laboratory Report LA-13070-MS
    • (1996) Los Alamos National Laboratory Report
    • Doebling, S.W.1
  • 8
    • 0003431573 scopus 로고
    • Dynamic characterization and damage detection in the 1-40 bridge over the Rio Grande
    • LA-12767-MS
    • Farrar C R et al 1994 Dynamic characterization and damage detection in the 1-40 bridge over the Rio Grande Los Alamos National Laboratory Report LA-12767-MS
    • (1994) Los Alamos National Laboratory Report
    • Farrar, C.R.1
  • 10
    • 0003668048 scopus 로고    scopus 로고
    • Damage detection algorithms applied to experimental and numerical modal data from the 1-40 bridge
    • LA-13074-MS
    • Farrar C R and Jauregui D 1996 Damage detection algorithms applied to experimental and numerical modal data from the 1-40 bridge Los Alamos National Laboratory Report LA-13074-MS
    • (1996) Los Alamos National Laboratory Report
    • Farrar, C.R.1    Jauregui, D.2
  • 11
    • 0032179118 scopus 로고    scopus 로고
    • Comparative study of damage identification algorithms applied to a bridge: II. Numerical study
    • _1998 Comparative study of damage identification algorithms applied to a bridge: II. Numerical study Smart Mater. Struct. 7 720-31
    • (1998) Smart Mater. Struct. , vol.7 , pp. 720-731
  • 12
    • 0026392699 scopus 로고
    • Diagnostics through experimental vibration signature analysis of prestressed concrete bridges
    • Jain B K 1991 Diagnostics through experimental vibration signature analysis of prestressed concrete bridges Int. Symp. on Fracture in Steel and Concrete Structures pp 1123-36
    • (1991) Int. Symp. on Fracture in Steel and Concrete Structures , pp. 1123-1136
    • Jain, B.K.1
  • 13
    • 0022751522 scopus 로고
    • Vibration of PC bridge during failure process
    • Kato M and Shimada S 1986 Vibration of PC bridge during failure process ASCE J. Struct. Eng. 112 1692-703
    • (1986) ASCE J. Struct. Eng. , vol.112 , pp. 1692-1703
    • Kato, M.1    Shimada, S.2
  • 14
    • 34547723162 scopus 로고
    • Assessment of the relative impact of model uncertainty on the accuracy of global nondestructive damage detection in structures
    • Kim J-T and Stubbs N 1993 Assessment of the relative impact of model uncertainty on the accuracy of global nondestructive damage detection in structures Report prepared for New Mexico State University
    • (1993) Report Prepared for New Mexico State University
    • Kim, J.-T.1    Stubbs, N.2
  • 15
    • 0003710062 scopus 로고
    • Englewood Cliffs, NJ: Society for Experimental Mechanics-Prentice-Hall
    • Kobayashi A S (ed) 1987 Handbook on Experimental Mechanics (Englewood Cliffs, NJ: Society for Experimental Mechanics-Prentice-Hall)
    • (1987) Handbook on Experimental Mechanics
    • Kobayashi, A.S.1
  • 17
    • 11544276928 scopus 로고
    • Damage detection of a reinforced concrete bridge deck using frequency response function
    • Law S S, Waldron P and Taylor C 1992 Damage detection of a reinforced concrete bridge deck using frequency response function Proc. 11th Int. Modal Analysis Conf. vol 2, pp 772-8
    • (1992) Proc. 11th Int. Modal Analysis Conf. , vol.2 , pp. 772-778
    • Law, S.S.1    Waldron, P.2    Taylor, C.3
  • 19
    • 0005216579 scopus 로고
    • An experimental algorithm for detecting damage applied to the 1-40 bridge over the Rio Grande
    • Mayes R L 1995 An experimental algorithm for detecting damage applied to the 1-40 bridge over the Rio Grande Proc. 13th Int. Modal Analysis Conf. vol 1, pp 219-25
    • (1995) Proc. 13th Int. Modal Analysis Conf. , vol.1 , pp. 219-225
    • Mayes, R.L.1
  • 21
    • 0025489214 scopus 로고
    • Experimental study of bridge monitoring technique
    • Mazurek D F and DeWolf J T 1990 Experimental study of bridge monitoring technique ASCE J. Struct. Eng. 116 2532-49
    • (1990) ASCE J. Struct. Eng. , vol.116 , pp. 2532-2549
    • Mazurek, D.F.1    DeWolf, J.T.2
  • 22
    • 0028766135 scopus 로고
    • Damage detection in structures using changes in flexibility
    • Pandey A K and Biswas M 1994 Damage detection in structures using changes in flexibility J. Sound Vib. 169 3-17
    • (1994) J. Sound Vib. , vol.169 , pp. 3-17
    • Pandey, A.K.1    Biswas, M.2
  • 23
    • 0026419519 scopus 로고
    • Damage detection from changes in curvature mode shapes
    • Pandey A K, Biswas M and Samman M M 1991 Damage detection from changes in curvature mode shapes J. Sound Vib. 145 321-32
    • (1991) J. Sound Vib. , vol.145 , pp. 321-332
    • Pandey, A.K.1    Biswas, M.2    Samman, M.M.3
  • 24
    • 0026908612 scopus 로고
    • Flexibility by multireference impact testing for bridge diagnostics
    • Raghavendrachar M and Aktan A E 1992 Flexibility by multireference impact testing for bridge diagnostics ASCE J. Struct. Eng. 118 2186-203
    • (1992) ASCE J. Struct. Eng. , vol.118 , pp. 2186-2203
    • Raghavendrachar, M.1    Aktan, A.E.2
  • 25
    • 0003698254 scopus 로고
    • Doctoral Dissertation Department of Building Technology and Structural Engineering, University of Aalborg
    • Rytter A 1993 Vibration based inspection of civil engineering structures Doctoral Dissertation Department of Building Technology and Structural Engineering, University of Aalborg
    • (1993) Vibration Based Inspection of Civil Engineering Structures
    • Rytter, A.1
  • 27
    • 0029410349 scopus 로고
    • Non-destructive assessment of structures using the Integrity Index method applied to a concrete highway bridge
    • Salawu O S 1995 Non-destructive assessment of structures using the Integrity Index method applied to a concrete highway bridge Insight 36 875-8
    • (1995) Insight , vol.36 , pp. 875-878
    • Salawu, O.S.1
  • 28
    • 0029249314 scopus 로고
    • Review of full-scale dynamic testing of bridge structures
    • Salawu O S and Williams C 1995 Review of full-scale dynamic testing of bridge structures Eng. Struct. 17 113-21
    • (1995) Eng. Struct. , vol.17 , pp. 113-121
    • Salawu, O.S.1    Williams, C.2
  • 29
    • 0028257164 scopus 로고
    • Vibration testing for nondestructive evaluation of bridges II. Results
    • Samman M M and Biswas M 1994 Vibration testing for nondestructive evaluation of bridges II. Results ASCE J. Struct. Eng. 120 290-306
    • (1994) ASCE J. Struct. Eng. , vol.120 , pp. 290-306
    • Samman, M.M.1    Biswas, M.2
  • 30
  • 31
    • 0003082092 scopus 로고
    • Planning for a comprehensive bridge safety assurance program
    • Shirole A M and Holt R C 1991 Planning for a comprehensive bridge safety assurance program Transportation Res. Record 1290 39-50
    • (1991) Transportation Res. Record , vol.1290 , pp. 39-50
    • Shirole, A.M.1    Holt, R.C.2
  • 33
    • 0042375480 scopus 로고
    • Evaluating structural deterioration using dynamic response characterization Proc
    • Elsevier
    • Spyrakos C, Chen H L, Stephens J and Govidaraj V 1990 Evaluating structural deterioration using dynamic response characterization Proc. Intelligent Structures (Elsevier) pp 137-54
    • (1990) Intelligent Structures , pp. 137-154
    • Spyrakos, C.1    Chen, H.L.2    Stephens, J.3    Govidaraj, V.4
  • 34
    • 11544269686 scopus 로고
    • Structural Measurements Systems
    • San Jose, CA: Structural Measurements Systems
    • Structural Measurements Systems 1987 Modal 3.0 (San Jose, CA: Structural Measurements Systems)
    • (1987) Modal 3.0
  • 36
    • 0000340737 scopus 로고
    • Field verification of a nondestructive damage localization and severity estimation algorithm
    • Stubbs N, Kim J-T and Farrar C R 1995 Field verification of a nondestructive damage localization and severity estimation algorithm Proc. 13th Int. Modal Analysis Conf. vol 1, pp 210-8
    • (1995) Proc. 13th Int. Modal Analysis Conf. , vol.1 , pp. 210-218
    • Stubbs, N.1    Kim, J.-T.2    Farrar, C.R.3
  • 37
    • 0026226180 scopus 로고
    • Vibration tests and damage detection of P/C bridges
    • Tang J P and Leu K-M 1991 Vibration tests and damage detection of P/C bridges J. Chin. Inst. Eng. 14 531-6
    • (1991) J. Chin. Inst. Eng. , vol.14 , pp. 531-536
    • Tang, J.P.1    Leu, K.-M.2
  • 38
    • 0028495774 scopus 로고
    • Bridge-condition assessment by modal flexibility
    • Toksoy T and Aktan A E 1994 Bridge-condition assessment by modal flexibility Exp. Mech. 271-8
    • (1994) Exp. Mech. , pp. 271-278
    • Toksoy, T.1    Aktan, A.E.2
  • 39
    • 0024281479 scopus 로고
    • A study of the spectrum of traffic-induced bridge vibration
    • Turner J D and Pretlove A J 1988 A study of the spectrum of traffic-induced bridge vibration J. Sound Vib. 122 31-42
    • (1988) J. Sound Vib. , vol.122 , pp. 31-42
    • Turner, J.D.1    Pretlove, A.J.2
  • 42
    • 0028417010 scopus 로고
    • Structural damage detection using a minimum rank update theory
    • Zimmerman D C and Kaouk M 1994 Structural damage detection using a minimum rank update theory J. Vib. Acoust. 116 222-31
    • (1994) J. Vib. Acoust. , vol.116 , pp. 222-231
    • Zimmerman, D.C.1    Kaouk, M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.