Lateral resistance of mass timber shear wall connected by withdrawal-type connectors

Abstract In this study, the lateral resistances of mass timber shear walls were investigated for seismic design. The lateral resistances were predicted by kinematic models with mechanical properties of connectors, and compared with experimental data. Four out of 7 shear wall specimens consisted of a...

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Bibliographic Details
Main Authors: Sung-Jun Pang, Kyung-Sun Ahn, Seog Goo Kang, Jung-Kwon Oh
Format: Article
Language:English
Published: SpringerOpen 2021-04-01
Series:Journal of Wood Science
Subjects:
Online Access:https://doi.org/10.1186/s10086-021-01967-7

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