Concepts and new perspectives for long span bridges

Fabio Brancaleoni

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Concepts and new perspectives for long span bridges

机译：大跨度桥梁的概念和新观点

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A discussion of the dominant factors affecting the behaviour of long span cable supported bridges is the subject of this paper. The main issue is the evolution of properties and response of the bridge with the size of the structure, represented by the critical parameter of span length, showing how this affects the conceptual design. After a review of the present state of the art, perspectives for future developments are discussed.

机译：讨论影响大跨度斜拉桥性能的主要因素是本文的主题。主要问题是桥梁的性能演变和结构尺寸的响应，以跨度长度的关键参数表示，表明这如何影响概念设计。在回顾了现有技术后，讨论了未来发展的前景。

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《Romanian Journal of Transport Infrastructure》 |2016年第1期|共23页
作者
Fabio Brancaleoni;
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正文语种
中图分类综合运输;
关键词
Cable supported bridgeslong span bridgesaeroelasticity;

机译：斜拉桥大跨度桥梁弹性;

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机译：使用UHPC的中心跨1000 m混合斜拉桥的概念设计。
2. Conceptual Design of Hybrid Cable-Stayed Bridge with Central Span of 1000 m Using UHPC [J] . Hyejin Yoon, Won Jong Chin, Hee Seok Kim, Engineering . 2013,第9期

机译：使用UHPC的中心跨度为1000 m的混合斜拉桥概念设计。
3. Experimental Validation of a 10-m-Span Composite UHPFRC-Carbon Fibers-Timber Bridge Concept [J] . Othman Ben Mekki, Francois Toutlemonde Journal of bridge engineering . 2011,第1期

机译：10米跨度复合UHPFRC-碳纤维-木桥概念的实验验证
4. Seismic Conceptual Design for Bridge Tower of a Long-span Cable-stayed Bridge [C] . Ai-jun Ye, Shi-de Hu, Li-chu Fan PRC-US Workshop on Seismic Analysis and Design of Special Bridges . 2003

机译：长跨度斜拉桥桥梁的地震概念设计
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7. Concepts and new perspectives for long span bridges [O] . Brancaleoni, Fabio 2016

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8. Field Testing of Bridge Design and Retrofit Concepts. Part 1 of 2. Field Testingand Dynamic Analysis of a Four-Span Seismically Isolated Viaduct in Walnut Creek, California [R] . Gilani, A. S., Mahin, S. A., Fenves, G. L., 1995

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Concepts and new perspectives for long span bridges

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