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
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 orthogona...
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Veröffentlicht in: | AIJ journal of technology and design 2018, Vol.24(56), pp.165-170 |
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creator | 中尾, 方人 井上, 照郷 稲垣, 和宏 梅田, 泰成 山中, 豊茂 近藤, 敏 宮村, 雅史 |
description | 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. |
doi_str_mv | 10.3130/aijt.24.165 |
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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. 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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.</description><subject>Deformation</subject><subject>Plywood</subject><subject>Shear strength</subject><subject>Test procedures</subject><subject>Ventilation</subject><subject>せん断耐力</subject><subject>モルタル外壁</subject><subject>変形性能</subject><subject>通気構法</subject><issn>1341-9463</issn><issn>1881-8188</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2018</creationdate><recordtype>article</recordtype><recordid>eNo9kMtKw0AUhgdRsNSufATXqZlbMlmJFG9QcFPXwyRONKHamrQLd0270UpBkFaxu1roQhShC1fFhxkT2rdwpOLmOwf-j3PgB2ATmkUMsbktgrBRRKQILboCcpAxaDDNVb1jAg2HWHgdFOI4cE2TOiZkhOZAJe09fc966Uuy6H-q5H3Res4-HrPJXTbtq85IdV5V-0szHQ-0owWVDFX7IRu8zVv3aXeokq5q36hkmo5v09koa03mndkGWPNFNZaFv5kHJ_t7ldKhUT4-OCrtlo0Q2QwbLmI-gciTNiMuxraEkEjq-ZRQDzme5VNT-DZmjrCxpC71ySlDFkMOkgRJYeE82FrerUe1q6aMGzysNaNL_ZIjE2JIHJtgbe0srTBuiDPJ61FwIaJrLqJG4FUl_-2NI8Kp9Uvd3n_inYuIhwL_AO7ahEM</recordid><startdate>20180101</startdate><enddate>20180101</enddate><creator>中尾, 方人</creator><creator>井上, 照郷</creator><creator>稲垣, 和宏</creator><creator>梅田, 泰成</creator><creator>山中, 豊茂</creator><creator>近藤, 敏</creator><creator>宮村, 雅史</creator><general>一般社団法人 日本建築学会</general><general>Japan Science and Technology Agency</general><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20180101</creationdate><title>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</title><author>中尾, 方人 ; 井上, 照郷 ; 稲垣, 和宏 ; 梅田, 泰成 ; 山中, 豊茂 ; 近藤, 敏 ; 宮村, 雅史</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-j2783-b28f412ce784b337e114e5cf545c29c6f50af7389a73e5b5f4d8268292e42ea63</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>jpn</language><creationdate>2018</creationdate><topic>Deformation</topic><topic>Plywood</topic><topic>Shear strength</topic><topic>Test procedures</topic><topic>Ventilation</topic><topic>せん断耐力</topic><topic>モルタル外壁</topic><topic>変形性能</topic><topic>通気構法</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>中尾, 方人</creatorcontrib><creatorcontrib>井上, 照郷</creatorcontrib><creatorcontrib>稲垣, 和宏</creatorcontrib><creatorcontrib>梅田, 泰成</creatorcontrib><creatorcontrib>山中, 豊茂</creatorcontrib><creatorcontrib>近藤, 敏</creatorcontrib><creatorcontrib>宮村, 雅史</creatorcontrib><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>AIJ journal of technology and design</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>中尾, 方人</au><au>井上, 照郷</au><au>稲垣, 和宏</au><au>梅田, 泰成</au><au>山中, 豊茂</au><au>近藤, 敏</au><au>宮村, 雅史</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>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</atitle><jtitle>AIJ journal of technology and design</jtitle><addtitle>日本建築学会技術報告集</addtitle><date>2018-01-01</date><risdate>2018</risdate><volume>24</volume><issue>56</issue><spage>165</spage><epage>170</epage><pages>165-170</pages><issn>1341-9463</issn><eissn>1881-8188</eissn><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. 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source | J-STAGE (Japan Science & Technology Information Aggregator, Electronic) Freely Available Titles - Japanese |
subjects | Deformation Plywood Shear strength Test procedures Ventilation せん断耐力 モルタル外壁 変形性能 通気構法 |
title | 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 |
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