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Volumn 7294, Issue , 2009, Pages

Experimental study on the behavior of segmented buried concrete pipelines subject to ground movements

Author keywords

Concrete pipe; Instrumentation; Permanent ground displacement; Pipeline; Wireless sensor

Indexed keywords

AXIAL FORCES; BURIED PIPELINES; CATASTROPHIC FAILURES; CONCRETE PRESSURE PIPE; CORNELL UNIVERSITY; DAMAGE LOCALIZATION; DENSE ARRAYS; EXPERIMENTAL STUDIES; FAULT LINE; FAULT PLANES; GRANULAR SOILS; GROUND MOVEMENT; INSTRUMENTATION; LARGE SCALE TESTS; LINEAR VARIABLE DIFFERENTIAL TRANSDUCERS; LOAD CELLS; PERMANENT GROUND DISPLACEMENT; PIPELINE CROSSING; RESPONSE DATA; SEISMIC DAMAGE; SOIL TESTS; STRAIN GAUGE; TESTING FACILITY; WIRELESS SENSOR;

EID: 66749106468     PISSN: 0277786X     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1117/12.816001     Document Type: Conference Paper
Times cited : (6)

References (16)
  • 1
    • 66749123283 scopus 로고    scopus 로고
    • Soil-structure interaction under extreme loading conditions
    • Texas A&M University, College Station, TX
    • O'Rourke, T. D., "Soil-structure interaction under extreme loading conditions", 13th Spencer J. Buchanan Lecture, Texas A&M University, College Station, TX (2005).
    • (2005) Spencer J. Buchanan Lecture , vol.13 th
    • O'Rourke, T.D.1
  • 2
    • 0031166105 scopus 로고    scopus 로고
    • Diagnosis of the leakage point on a structure surface using infrared thermography in near ambient conditions
    • Inagaki, T. and Okamoto, Y., "Diagnosis of the leakage point on a structure surface using infrared thermography in near ambient conditions", NDT&E International, 30 (3), 135-142 (1997).
    • (1997) NDT&E International , vol.30 , Issue.3 , pp. 135-142
    • Inagaki, T.1    Okamoto, Y.2
  • 3
    • 0032194596 scopus 로고    scopus 로고
    • Radar imaging of underground pipes by automated estimation of velocity distribution versus depth
    • Hayakawa, H. and Kawanaka, A., "Radar imaging of underground pipes by automated estimation of velocity distribution versus depth", Journal of Applied Geophysics, 40 (1-3), 47-48 (1998).
    • (1998) Journal of Applied Geophysics , vol.40 , Issue.1-3 , pp. 47-48
    • Hayakawa, H.1    Kawanaka, A.2
  • 4
    • 0020599695 scopus 로고    scopus 로고
    • Eguchi, R. T., Seismic vulnerability models for underground pipes, In: [Earthquake behavior and safety of oil and gas storage facilities, buried pipelines and equipment], ASME, New York, NY, 368-373 (1983).
    • Eguchi, R. T., "Seismic vulnerability models for underground pipes", In: [Earthquake behavior and safety of oil and gas storage facilities, buried pipelines and equipment], ASME, New York, NY, 368-373 (1983).
  • 5
    • 82355177922 scopus 로고    scopus 로고
    • Reliability evaluation of water supply systems during earthquakes], Institute of Industrial Science, University of Tokyo
    • Tokyo, Japan 1982
    • Isoyama, R. and Katayama, T., [Reliability evaluation of water supply systems during earthquakes], Institute of Industrial Science, University of Tokyo, Tokyo, Japan (1982).
    • Isoyama, R.1    Katayama, T.2
  • 6
    • 66749110659 scopus 로고    scopus 로고
    • Markov, I., Grigoriu, M. and O'Rourke, T. D., [An evaluation of seismic serviceability of water supply networks with application to San Francisco auxiliary water supply system], National Center for Earthquake Engineering Research, Buffalo, NY (1994).
    • Markov, I., Grigoriu, M. and O'Rourke, T. D., [An evaluation of seismic serviceability of water supply networks with application to San Francisco auxiliary water supply system], National Center for Earthquake Engineering Research, Buffalo, NY (1994).
  • 10
    • 66549099429 scopus 로고    scopus 로고
    • Large deformation behavior of buried pipelines with lowangle elbows subjected to permanent ground deformation
    • Yoshisaki, K., O'Rourke, T. D. and Hamada, M., "Large deformation behavior of buried pipelines with lowangle elbows subjected to permanent ground deformation", Journal of Structural Mechanics and Earthquake Engineering, 50 (4), 215-228 (2001).
    • (2001) Journal of Structural Mechanics and Earthquake Engineering , vol.50 , Issue.4 , pp. 215-228
    • Yoshisaki, K.1    O'Rourke, T.D.2    Hamada, M.3
  • 16


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.