- Bài trích
- Nhan đề: Rotational stiffness and moment resistance of bolted endplate joints with hollow or CFST columns /Huu-Tai Thai a,b, ⁎ , Brian Uy a
Tác giả CN
| Thai,Huu-Tai |
Nhan đề
| Rotational stiffness and moment resistance of bolted endplate joints with hollow or CFST columns /Huu-Tai Thai a,b, ⁎ , Brian Uy a |
Từ khóa tự do
| CFST column |
Từ khóa tự do
| CFST column |
Từ khóa tự do
| Bolted endplate join Component model |
Nguồn trích
| Journal of Constructional Steel Research2016-11
Số: 1
Tập: 126 |
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001 | 15734 |
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002 | 6 |
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004 | 3CB133D3-C50C-460E-854F-4167E14B2E86 |
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005 | 201708091434 |
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008 | 081223s vm| vie |
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009 | 1 0 |
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039 | |y20170809144019|zcuonglv |
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100 | |aThai,Huu-Tai |
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245 | |aRotational stiffness and moment resistance of bolted endplate joints with hollow or CFST columns /Huu-Tai Thai a,b, ⁎ , Brian Uy a |
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653 | |aCFST column |
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653 | |aCFST column |
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653 | |aBolted endplate join Component model |
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773 | |tJournal of Constructional Steel Research|v126|i1|d2016-11 |
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890 | |c1|a0|b0|d2 |
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