EVALUATION OF SHEAR STRENGTH FOR UPPER SLABS OF CAISSON FOUNDATION BASED ON LOAD CARRYING MECHANISM
-
- HATTORI Hisamichi
- 東急建設株式会社 土木設計部
-
- TADOKORO Toshiya
- (財)鉄道総合技術研究所 コンクリート構造
-
- TANIMURA Yukihiro
- (財)鉄道総合技術研究所 コンクリート構造
-
- NISHIOKA Hidetoshi
- (財)鉄道総合技術研究所 基礎・土構造
-
- WATANABE Tadatomo
- 北武コンサルタント株式会社
-
- MARUYAMA Osamu
- (独)鉄道建設・運輸施設整備支援機構
Bibliographic Information
- Other Title
-
- 耐荷機構に基づくケーソン基礎頂版のせん断耐力評価法
Abstract
In upper slabs of caisson foundation, a seismic desi gn is difficult with an incr ease in earthquake load. So we carried out loading tests and FEM analysis for upper slabs of caisson foundation. As a result, we proposed a new design method which takes into co nsideration the effective width on the pull out side based on crack pattern of test specimens, which is not considered in the existing design method. Moreover, we proposed a rational design method based on load carrying mechanism for upper slabs of caisson foundation.
Journal
-
- Journal of Japan Society of Civil Engineers, Ser. E2 (Materials and Concrete Structures)
-
Journal of Japan Society of Civil Engineers, Ser. E2 (Materials and Concrete Structures) 67 (1), 57-68, 2011
Japan Society of Civil Engineers
- Tweet
Keywords
Details 詳細情報について
-
- CRID
- 1390282680333350784
-
- NII Article ID
- 130004559807
-
- ISSN
- 21856567
-
- Data Source
-
- JaLC
- Crossref
- CiNii Articles
-
- Abstract License Flag
- Disallowed