查詢結果分析
來源資料
相關文獻
- The Development of EBEF Method for the Distortional Analysis of Horizontally Curved Composite Box Girder Bridges
- 包念副翹曲效應之平面曲線薄壁箱型樑元素
- 平面曲線箱型鋼橋之內橫隔樑設計重點考量
- 平面曲線箱型鋼樑畸變模式與彈性基礎樑相似關係之理論推演
- 平面曲線I型鋼橋之設計方法
- 平面曲線複合箱形鋼橋之設計方法
- State of the Art-on the Design Methods of Horizontally Curved Composite Box Girder Bridges
頁籤選單縮合
題 名 | The Development of EBEF Method for the Distortional Analysis of Horizontally Curved Composite Box Girder Bridges=用於平面曲線複合箱型鋼橋畸變分析之EBEF方法推導 |
---|---|
作 者 | 徐耀賜; | 書刊名 | 逢甲學報 |
卷 期 | 27 1994.11[民83.11] |
頁 次 | 頁75-94 |
分類號 | 441.86 |
關鍵詞 | EBEF方法; 平面曲線; 畸變分析; 複合箱型鋼橋; |
語 文 | 英文(English) |
中文摘要 | 箱型鋼樑之畸變特性在平面曲線鋼橋於運送途中與施工期間具有很重要之角色。 直至目前為止,設計規範中仍欠缺針對箱型鋼樑畸變設計之章節。本文之主要目的便是發展 等值彈性基礎樑之理論,此理論可以用來解析平面曲線複合箱型鋼樑之畸變行為。對曲線複 合箱型橋樑在設計分析與施工階段均有實質之助益。 |
英文摘要 | The distortional characteristic of horizontally curved box girders plays a very important role during the shipping and construction of curved box girder bridges. Until now, all the design specifications related to the design of such type of bridge are still lack of the information about box girder distortion. The main purpose of this paper is to develop the EBEF (Equivalent Beam on the Elastic Foundation) method which can be used for the design and analysis of horizontally curved composite box girder bridges as far as the girder distortion is concerned. |
本系統中英文摘要資訊取自各篇刊載內容。