DEVELOPMENT OF LATTICE - SHAPED CLT SHEAR WALLS

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Authors

Mio TAKENOUCHI · Institution of Structural Engineers

Katsuhide MURAKAMI · Nikken Sekkei (Japan)

Atsuo Takino · Osaka Institute of Technology

Abstract

Authors have developed a shear wall consisting of steel rods restrained from buckling with steel pipes and CLTs are placed in a lattice grid within the building framework. Glued-in-rod (GIR) joint system is adopted for joining between the steel pipes and CLTs. The buckling restraint performance of this system was investigated through element experiments in compression, one-unit horizontal load tests and 2×3-unit horizontal load tests.

Topics & Keywords

Structural Load-Bearing Analysis Structural Behavior of Reinforced Concrete Seismic Performance and Analysis

UN Sustainable Development Goals

Sustainable cities and communities

Publication Details

Published in: AIJ Journal of Technology and Design

Volume 32, Issue 80, pp. 151-156

DOI: 10.3130/aijt.32.151

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