4.5 Article

Full-Scale Experimental Testing of Retrofitting Techniques in Portuguese Pombalino Traditional Timber Frame Walls

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

  1. Portuguese Science and Technology Foundation (FCT) [SFRH/BD/61908/2009]
  2. Fundação para a Ciência e a Tecnologia [SFRH/BD/61908/2009] Funding Source: FCT

向作者/读者索取更多资源

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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