単位壁長の通気構法モルタル外壁のせん断耐力および変形性能  [in Japanese] SHEAR STRENGTH AND DEFORMATION CAPACITY OF MORTAR FINISHING EXTERNAL WALL WITH UNIT WALL LENGTH  [in Japanese]

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Author(s)

Abstract

To clarify the failure mode, the shear strength and the deformation capacity of the mortar finishing external wall which constructed by ventilation method, static shear loading tests of the specimens with 910mm of wall length were conducted. The maximum shear strengths of the specimen with orthogonal walls and the one with a plywood as a shear wall were remarkably high. The maximum shear strengths during the tests were observed at from 1/75 rad to 1/30 rad, and the shear strengths disappeared over approximately 1/20 rad. However, the mortar layer did not fall off.

To clarify the failure mode, the shear strength and the deformation capacity of the mortar finishing external wall which constructed by ventilation method, static shear loading tests of the specimens with 910mm of wall length were conducted. The maximum shear strengths of the specimen with orthogonal walls and the one with a plywood as a shear wall were remarkably high. The maximum shear strengths during the tests were observed at from 1/75 rad to 1/30 rad, and the shear strengths disappeared over approximately 1/20 rad. However, the mortar layer did not fall off.

Journal

  • AIJ Journal of Technology and Design

    AIJ Journal of Technology and Design 24(56), 165-170, 2018

    Architectural Institute of Japan

Codes

  • NII Article ID (NAID)
    130006386794
  • NII NACSIS-CAT ID (NCID)
    AN10531441
  • Text Lang
    JPN
  • ISSN
    1341-9463
  • NDL Article ID
    028839900
  • NDL Call No.
    Z16-B375
  • Data Source
    NDL  J-STAGE 
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