EVALUATION OF DEVELOPMENT LENGTH BASED ON AN E-DEFENSE SHAKE TABLE EXPERMENT ON REINFORCED CONCRETE BRIDGE COLUMN WITH TERMINATION OF LONGITUDINAL BARS-Reference-Cited by-同舟云学术

EVALUATION OF DEVELOPMENT LENGTH BASED ON AN E-DEFENSE SHAKE TABLE EXPERMENT ON REINFORCED CONCRETE BRIDGE COLUMN WITH TERMINATION OF LONGITUDINAL BARS

Published:2009 Issue:1 Volume:65 Page:434-441
ISSN:2185-4653
Container-title:Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))
language:
Short-container-title:J. JSCE, Ser. A1

Author:

SASAKI Tomohiro,KAWASHIMA Kazuhiko

Publisher

Japan Society of Civil Engineers

Reference5 articles.

1. 1) 浅沼秀弥:静内橋地震被害調査,土木技術資料,Vol.25, No. 11, pp. 15-20, 1983.

2. 3) 右近大道,梶原浩一,川島一彦:E-Defenseを用いた実大RC橋脚(C1-2橋脚)震動破壊実験報告,第12回地震時保有水平耐力法に基づく橋梁等構造の耐震設計に関するシンポジウム,pp. 199-206, 2009.

3. 4) 佐々木智大,川島一彦,松崎裕,右近大道,梶原浩一:E-ディフェンスを用いた段落し部を有するRC橋脚の破壊特性に関する検討,第12回地震時保有水平耐力法に基づく橋梁等構造の耐震設計に関するシンポジウム,pp. 185-192. 2009.

4. 5) 土木学会:コンクリート標準示方書構造性能照査編,2007年.

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