کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
268838 | 504449 | 2009 | 8 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
The structural behaviour of a pre-stressed column–beam connection as an alternative to the traditional timber joint system
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کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه
علوم زمین و سیارات
مهندسی ژئوتکنیک و زمین شناسی مهندسی
پیش نمایش صفحه اول مقاله
![عکس صفحه اول مقاله: The structural behaviour of a pre-stressed column–beam connection as an alternative to the traditional timber joint system The structural behaviour of a pre-stressed column–beam connection as an alternative to the traditional timber joint system](/preview/png/268838.png)
چکیده انگلیسی
We present a new and alternative proposition for the traditional Asian timber column-and-beam connection, using the Kusabi–Nageshi (K–N) joint system. The mechanical behaviour is complex and relies on the embedment strength of the timber, pre-stress, friction, and elastic energy storage. Using a systematic comparative analysis, the advantages of the K–N joint over more traditional joints can be made clear. The comparison of the hysteresis from cyclic loaded cross-joint tests with varied pre-stress clarifies the enhanced mechanical behaviour of the K–N joint system.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Engineering Structures - Volume 31, Issue 11, November 2009, Pages 2526–2533
Journal: Engineering Structures - Volume 31, Issue 11, November 2009, Pages 2526–2533
نویسندگان
T. Shiratori, A.J.M. Leijten, K. Komatsu,