PC圧着関節工法による損失制御架構の力学的性状に関する実験研究  [in Japanese] EXPERIMENTAL STUDY ON MECHANICAL BEHAVIOR OF DAMAGE CONTROLLED PRECAST-PRESTRESSED CONCRETE STRUCTURE WITH P/C MILD-PRESS-JOINT  [in Japanese]

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Author(s)

Abstract

This paper presents results of the experimental tests to certify the mechanical behaviors of the frame structures by precast-prestressed concrete with MILD-PRESS-JOINT. The purpose of this experiment is to obtain not only hysteresis characteristic but behavior of joint rotation also prestressing strand for compression beam-column and to establish damage-controlled design by them. The specimen is cruciform model of prototype frame with MILD-PRESS-JOINT. The beam and column members precast-prestressed concrete are connected by prestressing strand that go through the beam and column, and anchored at the end of beam. Specimens have following parameter, with or without corbel of column and strand arrangement. As the results of experiment, damages occur only at beam-column interface, also, residual deformation is very small, and deformation is concentrated at beam-column interface. A possibility of damage control design can be shown by using P/C MILD-PRESS-JOINT.

Journal

  • Journal of Structural and Construction Engineering (Transactions of AIJ)

    Journal of Structural and Construction Engineering (Transactions of AIJ) 69(576), 125-132, 2004

    Architectural Institute of Japan

References:  12

Cited by:  3

Codes

  • NII Article ID (NAID)
    110004092763
  • NII NACSIS-CAT ID (NCID)
    AN10438559
  • Text Lang
    JPN
  • Article Type
    Journal Article
  • ISSN
    1340-4202
  • NDL Article ID
    6848202
  • NDL Source Classification
    ZN1(科学技術--建設工学・建設業)
  • NDL Call No.
    Z16-1419
  • Data Source
    CJP  CJPref  NDL  NII-ELS  J-STAGE  AIJ 
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