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- W48893811 abstract "This paper describes results of shaking table testing performed on a post-tensioned timber framed building in the structural laboratory of the University of Basilicata in Potenza, Italy. This experimental campaign is part of a series of experimental tests in collaboration with the University of Canterbury in Christchurch, New Zealand. The specimen is 3dimensional, 3-storey, 2/3rd scaled and is made up of post-tensioned timber frames in both directions. During the testing programme the specimen was tested both with and without the addition of dissipative steel angle reinforcing which was designed to yield at a certain level of drift. These steel angles release energy through hysteresis during movement thus increasing damping. This paper discusses briefly the testing set-up and then presents the result of the first phase of experimental testing which was made up of four difference structural configurations; two values of post-tensioning force with and without two different additional reinforcing systems." @default.
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- W48893811 date "2013-09-13" @default.
- W48893811 modified "2023-09-27" @default.
- W48893811 title "SHAKING TABLE TESTING OF A MULTI-STOREY POST-TENSIONED TIMBER BUILDING" @default.
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