Analysis and modelling composite timber-concrete systems: Design of bridge structure according to EN

IF 0.5 Q4 ENGINEERING, CIVIL
D. Manojlovic, Tatjana Kočetov-Mišulić
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引用次数: 3

Abstract

Timber-concrete composite structures are already applied more than 80 years in engineering practice, went trought the intuitive problem solution to the fully prefabricated hybride assemblies for dry building. The development path of timber-concrete composites was always followed by extensive theoretical and experimental research, whose results were successfully implemented in practice, i.e. on the market, but till presence didn't result in modern designer's code. In expectation of new European codes for timber-concrete composites, the objective of the paper is to provide a comprehensive review of available standards provisions and recent conclusions from literature. The key issues for practical design are highlighted and ilustrated on the example of glulam composite arch bridge structure with concrete deck, according the Eurocodes.
木结构-混凝土组合体系的分析与建模:依据EN标准的桥梁结构设计
木混组合结构在工程实践中已经应用了80多年,从直观的问题解决到干式建筑的全预制混合组合结构。木结构-混凝土复合材料的发展道路一直遵循着广泛的理论和实验研究,其成果在实践中,即在市场上得到了成功的应用,但直到现在还没有形成现代设计规范。预计新的欧洲木材-混凝土复合材料规范,本文的目的是提供一个全面的审查现有的标准规定和最近的结论,从文献。并以欧洲规范中具有混凝土桥面的胶合木拱桥结构为例,说明了实际设计中应注意的关键问题。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
自引率
25.00%
发文量
4
审稿时长
4 weeks
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