Research on the Hysteretic Behavior of Self-Centering Timber Frames Considering the Influence of Floor Slabs

This study combines theoretical analysis with experimental investigation to examine the hysteretic behavior and seismic mechanisms of self-centering timber frames incorporating reinforced concrete slabs through tests on two full-scale comparative specimens. One specimen was constructed with a floor...

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Bibliographic Details
Published in:	Buildings
Main Authors:	Yao Xie, Fan Yu, Linjie Huang, Chao Tong
Format:	Article
Language:	English
Published:	MDPI AG 2026-04-01
Subjects:	self-centering timber frame reinforced concrete slab hysteretic behavior energy dissipation capacity
Online Access:	https://www.mdpi.com/2075-5309/16/9/1793

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