Remaining Strength of Corroded Gusset Plate Connection in Steel Truss Bridge and Its Repair Using CFRP Sheet

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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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Detaylı Bibliyografya
Yazar:	Pham Ngoc Vinh
Dil:	eng
Baskı/Yayın Bilgisi:	Nagaoka University of Technology
Online Erişim:	https://dlib.udn.vn/module/chi-tiet-sach?RecordID=2928
Etiketler:	Etiketle Etiket eklenmemiş, İlk siz ekleyin!

Thư viện lưu trữ:	Trung tâm Công nghệ thông tin và Học liệu số, Đại học Đà Nẵng

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