PERFORMANCE EVALUATION OF BASE JOINT OF GLULAM COLUMN AND CLT WALL SUBJECTED TO BENDING MOMENT AND AXIAL FORCE
-
- YAMAZAKI Yoshihiro
- Building Research Institute
-
- MIZOGUCHI Hina
- Nagoya Institute of Technology
-
- MATSUDA Kazuhiro
- Dept. of Architecture, Meijo Univ.
-
- AKIYAMA Nobuhiko
- National Institute for Land and Infrastructure Management
Bibliographic Information
- Other Title
-
- 曲げモーメントと軸力の複合応力を受ける集成材柱脚部およびCLT壁脚部の性能評価
Description
<p>In order to realize high-rise wood building, structural design of column base joint is one of the most difficult issues. Generally, failure of timber member, which brittlely fractures, should be prevented. M-N interaction relation is a useful tool to understand the structural characteristic in a practical design. In this paper, M-N interaction relation of base joint of glulam column and CLT wall was investigated by conducting full-scale experiment and numerical analysis using multiple-spring model. It was found that bearing strength of timber is a key parameter to determine the accuracy of the simulation under high intensity of compression force.</p>
Journal
-
- AIJ Journal of Technology and Design
-
AIJ Journal of Technology and Design 28 (68), 161-166, 2022-02-20
Architectural Institute of Japan
- Tweet
Details 詳細情報について
-
- CRID
- 1390572633010183552
-
- NII Article ID
- 130008161895
-
- ISSN
- 18818188
- 13419463
-
- Text Lang
- ja
-
- Data Source
-
- JaLC
- Crossref
- CiNii Articles
- KAKEN
- OpenAIRE
-
- Abstract License Flag
- Disallowed