期刊
JOURNAL OF EARTHQUAKE ENGINEERING
卷 18, 期 4, 页码 553-579出版社
TAYLOR & FRANCIS LTD
DOI: 10.1080/13632469.2014.897275
关键词
Bolts; Retrofitting; Timber Frame Wall; Energy Dissipation; Cyclic Test; Stiffness; Steel Plates
资金
- Portuguese Science and Technology Foundation (FCT) [SFRH/BD/61908/2009]
- Fundação para a Ciência e a Tecnologia [SFRH/BD/61908/2009] Funding Source: FCT
Traditional timber frame walls are constructive elements representative of different timber frame buildings, well known as efficient seismic-resistant structures. They were adopted as a seismic-resistant solution in Lisbon's reconstruction after the 1755 earthquake. To preserve these structures, a better knowledge of their seismic behavior is important and can give indications about possible retrofitting techniques. This article provides a study on possible retrofitting techniques adopting traditional solutions (bolts and steel plates). Static cyclic tests were performed on retrofitted traditional timber frame walls. The experimental results showed the overall good seismic performance of steel plates and the more ductile behavior of bolts retrofitting.
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