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 : 1層の柱と耐震壁の負担する水平力の分担率について  [in Japanese] AN EXPERIMENTAL STUDY ON 6-STORY R/C STRUCTURE WITH MULTI-STORY SHEAR WALL : Lateral force carried by the columns and wall in the first story  [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 lateral force carried by the wall frame, lateral force distribution mode, and the equivalent height of the specimen and the wall frame.

Journal

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

    Journal of Structural and Construction Engineering (Transactions of AIJ) 71(609), 173-180, 2006

    Architectural Institute of Japan

References:  6

Cited by:  1

Codes

  • NII Article ID (NAID)
    110004837172
  • NII NACSIS-CAT ID (NCID)
    AN10438559
  • Text Lang
    JPN
  • Article Type
    Journal Article
  • ISSN
    1340-4202
  • NDL Article ID
    8569402
  • 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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