Remaining Strength of Corroded Gusset Plate Connection in Steel Truss Bridge and Its Repair Using CFRP Sheet
1. Introduction; 2. Evaluation of remaining load-carrying capacity of corroded gusset plate connection; 3. Experimental study on repair method using CFRP sheets; ...
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| Sprache: | eng |
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Nagaoka University of Technology
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| Online Zugang: | https://dlib.udn.vn/module/chi-tiet-sach?RecordID=2928 |
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| Thư viện lưu trữ: | Trung tâm Công nghệ thông tin và Học liệu số, Đại học Đà Nẵng |
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