-
- 富井 政英
- 九州大学:東京大学生産技術研究所
書誌事項
- タイトル別名
-
- 7) MODES OF FAILURE AND ULTIMATE SHEARING LOADS CONCERNING QUAKE RESISTING WALLS HAVING VARIOUS OPENINGS : Study on Shearing Resistance of Quake Resisting Walls having Various Opening, No.4
- 有開口耐震壁のせん断抵抗に関する研究-4-
- ユウカイコウ タイシンヘキ ノ センダン テイコウ ニ カンスル ケンキュウ 4
この論文をさがす
抄録
This paper is the last report of the shearing tests of reinforced concrete models, and gives the following results concerning the head title. 1. Cracking patterns for all models are shown in figures, and the modes of failure are explained. 2. Relations between the shearing deformation and the rate of shearing force to ultimate shearing load are shown in figures, and it is indicated that if the openings are not large (opening factor ξ<2/3), these relations are nearly equal to the relation in the case of wall without opening. 3. Ultimate shearing loads positive and negative load tests are shown in a plate, and it is indicated that unless the openings are very unsymetrical to horizontal and vartical center lines of walls or have extreme slit shapes, the ultimate shearing loads are given only by the function of opening factor ξ, and the effects of the situations of openings can be neglected.
収録刊行物
-
- 日本建築学会論文報告集
-
日本建築学会論文報告集 68 (0), 47-52, 1961
一般社団法人 日本建築学会
- Tweet
詳細情報 詳細情報について
-
- CRID
- 1390282680545919872
-
- NII論文ID
- 110005230565
-
- NII書誌ID
- AN0018882X
-
- ISSN
- 24330027
- 03871185
-
- NDL書誌ID
- 9156558
-
- 本文言語コード
- ja
-
- データソース種別
-
- JaLC
- NDL
- Crossref
- CiNii Articles
-
- 抄録ライセンスフラグ
- 使用不可