伝統的構法における垂壁腰壁を含む鉛直構面の水平耐力の評価:乾式土壁パネルを用いた場合  [in Japanese] EVALUATION OF SHEAR STRENGTH OF TRADITIONAL WOODEN FRAME WITH HANGING AND WINDOW-BACK WALL:In the case of wooden frame with dry-mud panel  [in Japanese]

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Author(s)

Abstract

Static shear loading tests on single full-height walls, hanging walls and window-back walls using dry-mud panels were conducted. And then, push-over analysis of combinations of the walls was performed, it was found that summation of shear forces of the single walls is higher than the shear force of combined analysis model except for the range of relatively large deformation. Consequently, to evaluate shear strength of traditional wooden building with dry-mud panel, summation of shear forces of the single walls was found to be adequate.

Static shear loading tests on single full-height walls, hanging walls and window-back walls using dry-mud panels were conducted. And then, push-over analysis of combinations of the walls was performed, it was found that summation of shear forces of the single walls is higher than the shear force of combined analysis model except for the range of relatively large deformation. Consequently, to evaluate shear strength of traditional wooden building with dry-mud panel, summation of shear forces of the single walls was found to be adequate.

Journal

  • AIJ Journal of Technology and Design

    AIJ Journal of Technology and Design 19(42), 525-530, 2013

    Architectural Institute of Japan

Codes

  • NII Article ID (NAID)
    130004932823
  • NII NACSIS-CAT ID (NCID)
    AN10531441
  • Text Lang
    JPN
  • ISSN
    1341-9463
  • NDL Article ID
    024688156
  • NDL Call No.
    Z16-B375
  • Data Source
    NDL  J-STAGE 
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