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Diagnostic procedures for assessment of structures

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The evaluation and verification of the actual loads, load carrying capacity and prediction of the remaining life are often required for existing structures. The objective of the paper is to present some of diagnostic techniques and examples of their practical applications. Diagnostic equipment such as strain measurement devices, deflection measurement equipment, optical and laser devises, accelerometers, tiltmeters, acoustic emission and crack control equipment as well as diagnostic procedures have been described.
Rocznik
Strony
5--15
Opis fizyczny
Bibliogr. 28 poz., fot., wykr.
Twórcy
autor
  • University of Nebraska, Department of Civil Engineering, Lincoln, NB, U.S.A., anowak2@unl.edu
Bibliografia
  • [1] Bakht B., and Jaeger L.G.: Bridge Testing - A Surprise Every Time ASCE Journal of Bridge Engineering, Vol. 116, No. 5, May 1990, pp. 1370-1383.
  • [2] Hellier C.: Handbook of nondestructive evaluation, McGraw-Hill, 2001, New York.
  • [3] Abudayyeh O., Abdel-Qader I., Nabulsi S., and Weber J.: Using nondestructive technologies and methods in bridge management systems. J. Urban Technol., Vol. 11, No. 1, 2004, pp. 63-76.
  • [4] Merkle W., Myers J.J.: Use of the total station for serviceability monitoring of bridges with limited access in Missouri, USA. Center of Infrastructure Engineering Studies (CIES), Department of Civil Engineering, University of Missouri-Rolla, USA.
  • [5] Blitz J., Simpson G.: Ultrasonic Methods of Non-Destructive Testing. Springer - Verlag New York, LLC, 1991.
  • [6] ASTM: Standard test method for measuring the P-wave speed and thickness of concrete plates using the impact-echo method. Annual book of ASTM standards, C 1383, Farmington Hills, Michigan, 1998, Vol. 04.02.
  • [7] Ming-Cheng Chen, Chin-Kuo Huang and Chung-Yue Wang: Crack Condition Evaluation Approach for the Deteriorated Girder of an RC Bridge. ASCE Journal of Bridge Engineering, Vol. 12, No. 5, 2007, pp. 654-661.
  • [8] AASHTO LRFD, Bridge Design Specifications, American Association of State Highway and Transportation Officials, Washington, D.C., 1998.
  • [9] Eom J., Nowak A.S.: Live Load Distribution for Steel Girder Bridges. ASCE Journal of Bridge Engineering, Vol. 6, No. 6, 2001, pp. 489-497.
  • [10] Kim S.J., Nowak A.S.: Load distribution and impact factors for I-girder bridges. ASCE Journal of Bridge Engineering, Vol. 2, No. 3, 1997, pp. 97-104.
  • [11] Nowak A.S., Eom J. Sanli A. and Till R.: Verification of Girder Distribution Factors for Short-Span Steel Girder Bridges by Field Testing. Transp. Research Record, No. 1688, 1999, pp. 62-75.
  • [12] Nowak A.S., Kim S-J., Stankiewicz P.R.: Analysis and Diagnostic Testing of a Bridge. Journal of Computers and Structures, 77, 2000, pp. 91-100.
  • [13] Nassif H. Nowak A.S.: Dynamic Load Spectra for Girder Bridges. Transportation Research Record, No. 1476, 1995, pp. 69-83.
  • [14] AASHTO Standard Specifications for Highway Bridges, American Association of State and Transportation Officials, Washington, DC, 2002.
  • [15] AASHTO LRFD, Bridge Design Specifications, American Association of State Highway and Transportation Officials, Washington, D.C., 2007.
  • [16] Nassif H., Nowak A.S.: Dynamic Load for Girder Bridges under Normal Traffic. Archives of Civil Engineering, Vol. XLII, No. 4, 1996, pp. 381-400.
  • [17] Fisher J.W., Mertz D.R., Zhong A.: Steel Bridge Members Under Variable Amplitude Long Life Fatigue Loading. NCHRP Report 267, TRB, Washington D.C., December 1983.
  • [18] Laman J.A., Nowak A.S.: Fatigue-Load Models for Girder Bridges. ASCE Journal of Bridge Engineering, Vol. 122, No. 7, July 1996, pp. 726-733.
  • [19] Schilling C.G.: Stress Cycles for Fatigue Design of Steel Bridges. ASCE Journal of Bridge Engineering, Vol. 110, No. 6, June 1984.
  • [20] Raju S.K., Moses F., Schilling C.G.: Reliability Calibration of Fatigue Evaluation and Design Procedures. Journal of Structural Engineering, Vol. 116:1356-69, May 1990.
  • [21] AASHTO Guide Specification for Strength Evaluation of Existing Steel and Concrete Bridges, American Association of State Highway and Transportation Officials, Washington, D.C, 1989.
  • [22] Jeffrey A.L., Nowak A.S.: Fatigue load model for girder bridges. ASCE Journal of Bridge Engineering, Vol. 122, No. 7, 1996, pp. 726-733.
  • [23] Laman J.A.: Fatigue Load Models for Girder Bridges, Doctoral Dissertation, University of Michigan, Ann Arbor, MI. 1995.
  • [24] Saraf V., Sokolik A.F., Nowak A.S.: Proof Load Testing of Highway Bridges. Transportation Research Record, No. 1541, 1997, pp. 51-57.
  • [25] Saraf V., Nowak A.S.: Proof Load Testing of Deteriorated Steel Girder Bridges. ASCE Journal of Bridge Engineering, Vol. 3, No. 2, May 1998, pp. 82-89.
  • [26] Michigan Bridge Analysis Guide. Michigan Department of Transportation, Lansing, 1983.
  • [27] Lin T.S. Nowak, A.S.: Proof Loading and the Structural Reliability. The Journal of Reliability Engineering, Vol. 8, No. 2, 1984, pp. 85-100.
  • [28] Lichtenstein A.G.: Bridge rating through nondestructive load testing. NCHRP Project 12-28 (13) A final draft. TRB, National Research Council, Washington D.C., June 1993.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BSW1-0089-0001
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