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Volumn 7650, Issue PART 1, 2010, Pages

Behavior of full-scale concrete segmented pipelines under permanent ground displacements

Author keywords

Concrete segmented pipe; Earthquake engineering; Full scale test; Permanent ground displacement; Pipelines

Indexed keywords

AXIAL FORCES; COMMERCIAL CONCRETE; CORNELL UNIVERSITY; CRITICAL INFRASTRUCTURE SYSTEMS; DENSE ARRAYS; EARTHQUAKE ENGINEERING; FAILURE MECHANISM; FLEXURAL FAILURE; FULL SCALE TESTS; GRANULAR SOILS; GROUND DISPLACEMENT; JOINT FAILURE; LOAD CELLS; PERMANENT GROUND DISPLACEMENT; PIPELINE JOINTS; PIPELINE RESPONSE; SOIL-STRUCTURE; TESTING FACILITY;

EID: 77953583278     PISSN: 0277786X     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1117/12.847735     Document Type: Conference Paper
Times cited : (19)

References (14)
  • 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
  • 9
    • 77953555298 scopus 로고    scopus 로고
    • Cornell University , Rensselaer Polytechnic Institute and Sciencenter Discovery Center [NEESR Annual Report] 2007
    • Cornell University, Rensselaer Polytechnic Institute, and Sciencenter Discovery Center, [NEESR Annual Report], (2007)
  • 14


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.