STUDIES ON APPLICABILITY OF FAILURE CRITERIA BY LOADING EXPERIMENTS OF FULL-SCALE RC MEMBERS
-
- SAKASHITA Katsuyuki
- 大成建設株式会社 技術センター
-
- HATA Akihito
- 大成建設株式会社 技術センター
-
- WATANABE Kazuaki
- 大成建設株式会社 原子力本部
-
- MURATA Hiroshi
- 大成建設株式会社 技術センター
-
- KAWAMURA Keisuke
- 大成建設株式会社 技術センター
-
- KOMATSU Satoshi
- 一般財団法人電力中央研究所 サステナブルシステム研究本部
-
- NOJIRI Keisuke
- 関西電力株式会社 土木建築室
Bibliographic Information
- Other Title
-
- 実規模RC部材の載荷実験による耐震性能照査基準値の適用性検討
Abstract
<p> In this paper, the applicability of failure criteria (thickness increment of RC member, relative displacement at compressive edge, deviation strain second invariant) for seismic safety evaluation of structure have been studied by comparing with results of loading experiments of full-scale RC members. Specimens are W1100mm×D1100mm×H3100mm RC columns. Experiment cases are as follows: Standard case (N-1), Post-installed shear reinforcements (P-1), Loading in diagonal direction (N-2-1), Effects of pre-cracks (N-2-2). N-1, N-2-1 and N-2-2 are shear-failure type, and P-1 is bending-failure type. As a result, relationships between values of failure criteria and damage states of specimens under each condition of experiments are obtained, and applicability of each failure criteria in current manuals is verified.</p>
Journal
-
- Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))
-
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) 78 (4), I_138-I_151, 2022
Japan Society of Civil Engineers
- Tweet
Details 詳細情報について
-
- CRID
- 1390856605463623040
-
- ISSN
- 21854653
-
- Text Lang
- ja
-
- Data Source
-
- JaLC
- Crossref
-
- Abstract License Flag
- Disallowed