STUDY ON ASSURANCE DESIGN METHOD OF CONNECTIONS AT THE BOTTOM OF COLUMNS IN WOODEN WALL STRUCTURE (PART 1): PROPOSAL OF DESIGN FLOW FOR CONNECTIONS AND EXPERIMENTAL AND ANALYTICAL STUDY ON THE MODELING OF VERTICAL STRUCTURAL PLANE / 木造耐力壁構造の柱脚接合部の保証設計法に関する研究(その1):接合部設計フローの提案と鉛直構面のモデル化に関する実験的・解析的検証
- Resource Type
- Journal Article
- Authors
- Kenji AOKI; Masahiro INAYAMA; Ryuki ODANI; Taro NAKA; 中 太郎; 小谷 竜城; 稲山 正弘; 青木 謙治
- Source
- 日本建築学会構造系論文集 / Journal of Structural and Construction Engineering (Transactions of AIJ). 2022, 87(791):116
- Subject
- Assurance design method
Combined stress
Connection at the bottom of column
Large scale timber building
Shear wall
中大規模木造
保証設計法
柱脚接合部
耐力壁
複合応力
- Language
- Japanese
- ISSN
- 1340-4202
1881-8153
The purpose of this series of studies is to propose a design flow of connection in wooden wall structure calculated on allowable stress design and to verify its validity. In this paper, the perspective of the design flow is introduced and experimental and analytical research related to calculation modeling of shear wall is reported. From the results of wall analysis, the load contribution of connections to shear performance of wall was confirmed quantitatively. By comparing the results about joint between wall test and joint test both in experiment and analysis, the difference of stress distribution of joint was indicated.