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Nonlinear aspects of energy dissipation in wood-panel joints 被引量:1
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作者 Sara Casciati 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2007年第4期425-425,共1页
We have found some mistakes in the article by Sara Casciati (2007). The revisions are given below:
关键词 dynamic excitation energy dissipation wood panels joint monitoring system shaking table tests
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Nonlinear aspects of energy dissipation in wood-panel joints Sara Casciati 被引量:1
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作者 Sara Casciati 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2007年第3期259-268,共10页
The joints connecting vertical and horizontal elements are the "weak link" in structural systems assembled from wood panels. If they are too weak, local failures may occur, resulting in performance that is significa... The joints connecting vertical and horizontal elements are the "weak link" in structural systems assembled from wood panels. If they are too weak, local failures may occur, resulting in performance that is significantly below expectations. If they are too resistant, the joints may be unable to dissipate energy during vibrations, thus possibly initiating a fast progressive failure. This paper re-processes and re-elaborates the results of shaking table tests previously carried out by the author and other co-workers. The goal is to assess the feasibility of a joint which is able to dissipate energy during vibration, without degrading the connection performance. 展开更多
关键词 dynamic excitation energy dissipation wood panels joint monitoring system shaking table tests
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