NUMERICAL SIMULATION OF CONCRETE FLEXURAL DAMAGE OF A FULL SCALE FIVE STORY REINFORCED CONCRETE BUILDING WITH WING WALLS / 袖壁を用いた実大五層鉄筋コンクリート造建物を対象としたコンクリートの曲げ損傷量評価
- Resource Type
- Journal Article
- Authors
- Susumu KONO; Taku OBARA; Tomohisa MUKAI; 向井 智久; 小原 拓; 河野 進
- Source
- 日本建築学会構造系論文集 / Journal of Structural and Construction Engineering (Transactions of AIJ). 2023, 88(803):113
- Subject
- Concrete spalling evaluation
Crack evaluation
Damage evaluation analysis
MSモデル
Multi-spring model
Reinforced concrete building
ひび割れ評価
コンクリート剥落面積評価
損傷評価
鉄筋コンクリート造建物
- Language
- Japanese
- ISSN
- 1340-4202
1881-8153
The social demands on the building performance are not only to secure human lives but also to keep the original functions during and after hazards. Engineers have been developing resilient building structural systems and design methods that explicitly quantify damage levels of members, that is, limit states of members. In this study, numerical analysis using a multi-spring model is conducted to predict the damage level of a real scale five-story reinforced concrete building tested in BRI in 2014 so that the obtained information may be used to evaluate the cost of repair after earthquakes.