期刊
JOURNAL OF EARTHQUAKE ENGINEERING
卷 26, 期 6, 页码 2970-2984出版社
TAYLOR & FRANCIS LTD
DOI: 10.1080/13632469.2020.1781711
关键词
Overstrength; capacity design; timber; connection; seismic
资金
- Natural Hazards Research Platform [C05X0907]
- Earthquake Commission (EQC) of New Zealand [17/U746]
- ARC Research Hub for Advanced Solutions to Transform Tall Timber Buildings in Australia [IH150100030]
- Australian Research Council [IH150100030] Funding Source: Australian Research Council
This paper proposes an analytical method to estimate the overstrength of dowel-type timber connections based on inherent material properties, reducing the need for experimental testing. The method is validated with data from previous experiments and literature for dowelled, bolted, and nailed timber connections, providing reasonably accurate upper-bound overstrength estimates.
In timber structures, connections traditionally provide ductility and energy dissipation under seismic loading. Capacity design ensures that the global structural response is ductile by applying overstrength to the design demand of brittle elements. Overstrength is often derived experimentally which is costly and time-consuming. This paper proposes an analytical method to estimate the overstrength of dowel-type timber connections based on inherent material properties, thereby reducing the need for experimental testing. The method is validated with data from previous experiments and literature for dowelled, bolted, and nailed timber connections, and provides reasonably accurate upper-bound overstrength estimates.
作者
我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。
推荐
暂无数据