STRUCTURAL PERFORMANCE OF COMPOSITE STRUCTURE WITH CLT WALL INFILLED IN STEEL FRAMES USING DRIFT-PIN WITH STEEL PLATE
Kazumi KANAZAWA, Hiroshi Isoda, Akihisa Kitamori, Tetsu USAMI, Yasuhiro Araki
Abstract
In Japan, Cross Laminated Timber (CLT) is attracting attention as the way of using forest resources that have reached cutting time. CLT is expected to be used for middle-to-high-rise building with making use of stable in-plane shear performance. In particular, composite structure with steel frame structure or reinforced concrete structure can take adventage of respective material properties, and more and more this kind of researches are reported in recent years. A previous research shows the estimation of drift-pin joint with steel plate for fastening CLT and steel frame. This research aims to confirm the structural performance of steel frame with CLT shear wall using drift-pin joint by conducting the design for this specification, pre-analysis for experiment, 1/2 scale experiment, joint test and material test, and to make analysis model which follows the experimental result.