SHEAR STRENGTH OF REINFORCED CONCRETE LINEAR MEMBERS WITH VARIABLE EFFECTIVE DEPTH
-
- SAITO Keiichi
- 社団法人土木学会 ジェイアール東日本コンサルタンツ (株) 東北支店 東北大学大学院工学研究科博士課程
-
- ISHIBASI Tadayoshi
- 社団法人土木学会 東日本旅客鉄道 (株) 建設工事部
-
- IRYO Omi
- 社団法人土木学会 東日本旅客鉄道 (株) 建設工事部
-
- TAKEDA Mitsuhiro
- 社団法人土木学会 東北学院大学工学部土木工学科
-
- AKIYAMA Mitsuyoshi
- 社団法人土木学会 東北大学大学院工学研究科土木工学専攻
-
- SUZUKI Motoyuki
- 社団法人土木学会 東北大学大学院工学研究科土木工学専攻
Bibliographic Information
- Other Title
-
- 有効高さが変化するRC棒部材のせん断耐力評価に関する実験的研究
- ユウコウ タカサ ガ ヘンカ スル RCボウ ブザイ ノ センダン タイリョク ヒョウカ ニ カンスル ジッケンテキ ケンキュウ
Search this article
Abstract
This study makes clear the way of calculation for the shear strength of an RC member with a large angle, which is used in Reinforced Concrete (RC) rigid-frame viaducts and box-culverts.<br>According to the current Specifications by the Japan Society of Civil Engineers, only one-thud of the horizontal part of the haunch is to be included as effective for calculating the strength. However, this way of calculation is not well-founded, and is felt to be unrealistic based on the authors' experience in railway constriction. In order to establish the actual shear strength, experiments were carried out by using forty-three RC member models with haunches that have various sizes and shapes.<br>From the results, a proposal was derived for the calculation of the shear strength of RC members with various effective depths.
Journal
-
- Doboku Gakkai Ronbunshu
-
Doboku Gakkai Ronbunshu 2003 (725), 71-83, 2003-02-20
Japan Society of Civil Engineers
- Tweet
Details 詳細情報について
-
- CRID
- 1390282680577224832
-
- NII Article ID
- 130003984235
- 80015781795
-
- NII Book ID
- AN10014020
-
- ISSN
- 18827187
- 02897806
-
- NDL BIB ID
- 6464045
-
- Data Source
-
- JaLC
- NDL
- Crossref
- CiNii Articles
-
- Abstract License Flag
- Disallowed