| Item type |
学術雑誌論文 / Journal Article.(1) |
| 公開日 |
2021-06-29 |
| 書誌情報 |
en : JOURNAL OF ASIAN ARCHITECTURE AND BUILDING ENGINEERING
発行日 2020
|
| タイトル |
|
|
タイトル |
Shear strength and cracking behavior of reinforced concrete nonstructural walls |
|
言語 |
en |
| 言語 |
|
|
言語 |
eng |
| キーワード |
|
|
言語 |
en |
|
主題Scheme |
Other |
|
主題 |
Nonstructural wall |
| キーワード |
|
|
言語 |
en |
|
主題Scheme |
Other |
|
主題 |
damage quantity |
| キーワード |
|
|
言語 |
en |
|
主題Scheme |
Other |
|
主題 |
crack width prediction |
| キーワード |
|
|
言語 |
en |
|
主題Scheme |
Other |
|
主題 |
discrete crack model |
| 資源タイプ |
|
|
資源タイプ識別子 |
http://purl.org/coar/resource_type/c_6501 |
|
資源タイプ |
journal article |
| アクセス権 |
|
|
アクセス権 |
open access |
|
アクセス権URI |
http://purl.org/coar/access_right/c_abf2 |
| 著者 |
MATSUBAYASHI, Miki
髙瀬, 裕也
溝口, 光男
|
| 室蘭工業大学研究者データベースへのリンク |
|
|
表示名 |
髙瀬 裕也（TAKASE Yuya） |
|
URL |
http://rdsoran.muroran-it.ac.jp/html/100000088_ja.html |
| 室蘭工業大学研究者データベースへのリンク |
|
|
表示名 |
溝口 光男（MIZOGUCHI Mitsuo） |
|
URL |
https://rdsoran.muroran-it.ac.jp/html/100000181_ja.html |
| 抄録 |
|
|
内容記述タイプ |
Abstract |
|
内容記述 |
Recent Japanese earthquakes have severely damaged the nonstructural walls of many buildings. While nonstructural walls do not influence the seismic performance of a building, this damage can still sometimes cause buildings to be demolished or render their continued use impossible. Therefore, it is important that seismic designs take the seismic properties of nonstructural walls into consideration. Shear loading tests and FE analysis were conducted to investigate this phenomenon, which showed that shear strength decreased and crack width increased with wider rebar spacing. The FE analysis indicated that the discrete crack model evaluated the test results more adequately than the smeared crack model. In addition, the stress distribution was localized with wider rebar spacing. Therefore, it is thought that the shear strength decreased. Finally, a simple crack width prediction method was proposed. With this method, the rebar strain was calculated using the horizontal deformation of the walls. Using this method, the crack width could be reasonably estimated. It is believed that these findings will be useful for designing nonstructural walls with improved seismic performance. |
|
言語 |
en |
| 出版者 |
|
|
出版者 |
TAYLOR & FRANCIS LTD |
|
言語 |
en |
| 出版者版へのリンク |
|
|
表示名 |
10.1080/13467581.2020.1838290 |
|
URL |
https://doi.org/10.1080/13467581.2020.1838290 |
| DOI |
|
|
関連タイプ |
isIdenticalTo |
|
|
識別子タイプ |
DOI |
|
|
関連識別子 |
10.1080/13467581.2020.1838290 |
| 日本十進分類法 |
|
|
主題Scheme |
NDC |
|
主題 |
511 |
| ISSN |
|
|
収録物識別子タイプ |
PISSN |
|
収録物識別子 |
1346-7581 |
| 権利 |
|
|
言語 |
en |
|
権利情報 |
https://creativecommons.org/licenses/by/4.0/ |
| 著者版フラグ |
|
|
出版タイプ |
VoR |
|
出版タイプResource |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |
| フォーマット |
|
|
内容記述タイプ |
Other |
|
内容記述 |
application/pdf |
JAABE_2020_11 (6.8 MB)
