非接着接合によるマッシブホルツ耐力壁の開発と許容耐力算定式の提案  [in Japanese] DEVELOPMENT OF NON-GLUED MASSIVE HOLZ SHEAR WALL AND PROPOSAL OF CALCULATION METHOD OF ALLOWABLE STRENGTH  [in Japanese]

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Author(s)

Abstract

The new two type Massive Holz shear walls which doesn’t glued and can only be constructed with electric tools used by carpenters.<br>In addition to the racking test results of the shear walls, a numerical analysis model of the walls with pillars stacked with nails or screws was considered, and a design formula to estimate the allowable strength by the performance of nail or screw joints was proposed.<br>And the new type shear walls showed that they can be used for real wooden construction.

The new two type Massive Holz shear walls which doesn’t glued and can only be constructed with electric tools used by carpenters.<br>In addition to the racking test results of the shear walls, a numerical analysis model of the walls with pillars stacked with nails or screws was considered, and a design formula to estimate the allowable strength by the performance of nail or screw joints was proposed.<br>And the new type shear walls showed that they can be used for real wooden construction.

Journal

  • AIJ Journal of Technology and Design

    AIJ Journal of Technology and Design 24(56), 129-134, 2018

    Architectural Institute of Japan

Codes

  • NII Article ID (NAID)
    130006386788
  • NII NACSIS-CAT ID (NCID)
    AN10531441
  • Text Lang
    JPN
  • ISSN
    1341-9463
  • NDL Article ID
    028839748
  • NDL Call No.
    Z16-B375
  • Data Source
    NDL  J-STAGE 
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