変形性能を確保した高強度真壁面材耐力壁の設計手法と開発  [in Japanese] DEVELOPMENT OF HIGH LOAD CAPACITY AND HIGH DUCTILITY SHEAR WALL WITH THICK WOODEN PANEL SET IN FRAME  [in Japanese]

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Author(s)

Abstract

The load carrying capacity of shear walls can be strengthened by increasing the number of nails or screws to the structural panel elements. <br>However it will be difficult to secure the ductility as the strength increases. <br>Therefore, in this research, a design method for a true wall type shear wall to ensure high strength and ductility was proposed. <br>The shear walls were examined for case of using CLT or thick plywood as a structural panel elements.

The load carrying capacity of shear walls can be strengthened by increasing the number of nails or screws to the structural panel elements. <br>However it will be difficult to secure the ductility as the strength increases. <br>Therefore, in this research, a design method for a true wall type shear wall to ensure high strength and ductility was proposed. <br>The shear walls were examined for case of using CLT or thick plywood as a structural panel elements.

Journal

  • AIJ Journal of Technology and Design

    AIJ Journal of Technology and Design 24(56), 159-164, 2018

    Architectural Institute of Japan

Codes

  • NII Article ID (NAID)
    130006386793
  • NII NACSIS-CAT ID (NCID)
    AN10531441
  • Text Lang
    JPN
  • ISSN
    1341-9463
  • NDL Article ID
    028839882
  • NDL Call No.
    Z16-B375
  • Data Source
    NDL  J-STAGE 
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