連層耐震壁構面を有する6階建RC建物の地震時挙動に関する実験的研究 : 柱と耐震壁が負担する軸力変動分の分担率について  [in Japanese] AN EXPERIMENTAL STUDY ON 6-STORY R/C STRUCTURE WITH MULTI-STORY SHEAR WALL : Varied axial force borne by the columns and wall  [in Japanese]

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Author(s)

Abstract

In order to study what amount of lateral force and varied axial force are carried by the wall frame in reinforce concrete buildings with multi-story shear wall and how the rigidity at the bottom of the wall frame affect the amount of them, a pseudo-dynamic test with 2-span-1-bay-6-story reinforced concrete structure with a multi-story shear wall was conducted with the parameter of the rigidity at the bottom of the wall frame. In this paper, the test results were discussed with the numerically calculated strengths in terms of the varied axial force borne by the wall frame. They were found that both column in open frame and side column of shear wall bear varied compression force proportional to their geometrically supporting area. The varied tensile force borne by the side column of shear wall was determined by the flexural strength of transverse ground beams for the rocking specimen, and by the tensile yielding strength of the side column of the shear wall for the rigid specimen. The remaining varied tensile force was borne by the open frames.

Journal

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

    Journal of Structural and Construction Engineering (Transactions of AIJ) 71(603), 107-113, 2006

    Architectural Institute of Japan

References:  19

Cited by:  1

Codes

  • NII Article ID (NAID)
    110004731925
  • NII NACSIS-CAT ID (NCID)
    AN10438559
  • Text Lang
    JPN
  • Article Type
    Journal Article
  • ISSN
    1340-4202
  • NDL Article ID
    7949831
  • 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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