The Feasibility of Constructing Super-Long-Span Bridges with New Materials in 2050
This chapter explores the possibility of designing and constructing a super-long-span bridge with new materials in 2050. The proposed bridge design has a total span of 4440 m with two 330-m end spans and a central span of 3780 m. The height of the two pylons is 702 m, and the deck width is 40 m. The...
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2018-05-23.
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| LEADER | 02029 am a22002893u 4500 | ||
|---|---|---|---|
| 001 | intechopen_books_6395 | ||
| 042 | |a dc | ||
| 100 | 1 | 0 | |a Tahmasebinia, Faham |e author |
| 700 | 1 | 0 | |a Sepasgozar, Samad Mohammad Ebrahimzadeh |e author |
| 700 | 1 | 0 | |a Blum, Hannah |e author |
| 700 | 1 | 0 | |a Reddy, Kakarla Raghava |e author |
| 700 | 1 | 0 | |a Alonso-Marroquin, Fernando |e author |
| 700 | 1 | 0 | |a Gao, Qile |e author |
| 700 | 1 | 0 | |a Hu, Yang |e author |
| 700 | 1 | 0 | |a Wang, Xu |e author |
| 700 | 1 | 0 | |a Wang, Zhongzheng |e author |
| 245 | 0 | 0 | |a The Feasibility of Constructing Super-Long-Span Bridges with New Materials in 2050 |
| 260 | |b IntechOpen, |c 2018-05-23. | ||
| 500 | |a https://mts.intechopen.com/articles/show/title/the-feasibility-of-constructing-super-long-span-bridges-with-new-materials-in-2050 | ||
| 520 | |a This chapter explores the possibility of designing and constructing a super-long-span bridge with new materials in 2050. The proposed bridge design has a total span of 4440 m with two 330-m end spans and a central span of 3780 m. The height of the two pylons is 702 m, and the deck width is 40 m. The features of this structure include the combination of a suspension bridge and cable-stayed bridge, application of carbon fibre materials, extension of deck width and pretension techniques. Linear static analysis, dynamic analysis and theoretical analysis are conducted under different loading cases. In linear static analysis, the stresses under critical load combinations are smaller than the ultimate strength of the materials. However, the maximum deflection under the dead and wind load combination exceeds the specified serviceability limit. | ||
| 540 | |a https://creativecommons.org/licenses/by/3.0/ | ||
| 546 | |a en | ||
| 690 | |a Bridge Engineering | ||
| 655 | 7 | |a Chapter, Part Of Book |2 local | |
| 786 | 0 | |n https://www.intechopen.com/books/6395 | |
| 787 | 0 | |n ISBN:978-1-78923-104-5 | |
| 856 | \ | \ | |u https://mts.intechopen.com/articles/show/title/the-feasibility-of-constructing-super-long-span-bridges-with-new-materials-in-2050 |z Get Online |