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Development of UK NA for EN 1990 Annex A2

机译:EN 1990附件A2的英国NA发展

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摘要

Annex A2 was published as an amendment to BS EN 1990 in 2005 to provide the specific load combination rules, load combination factors (ψ_0,ψ_1,ψ_2) and the partial factors for permanent and variable actions (γ_G,γ_Q), that are applicable to bridges. The common basis adopted for road, rail and footbridges, was to aim for an equivalent level of reliability to that previously obtained using the British Standards (Highways Agency Design Manual for Roads and Bridges BD 37 and BS5400-2 for example). Calibration studies were undertaken by Atkins for the Highways Agency and by Scott Wilson and Mott MacDonald for Network Rail and RSSB. The outputs from these studies were used as the basis for selection of the design rules and the values of the load combination factors and partial factors, selected. The paper describes the work undertaken and provides information about the background to the development of the UK National Annex relating to BS EN 1990 Annex A2.
机译:附件A2于2005年发布为BS EN 1990的修订,以提供特定的负载组合规则,负载组合因子(ψ_0,ψ_1,ψ_2)和适用于的永久和可变动作(γ_g,γ_q)的部分因素,这是适用于的桥梁。道路,轨道和行人架采用的共同基础是旨在实现以前使用英国标准获得的相当程度的可靠性(道路和桥梁BD 37和BS5400-2的高速公路代理设计手册)。校准研究由Atkins为公路机构和Scott Wilson和Mott Macdonald进行网络轨道​​和RSSB。这些研究的输出被用作选择设计规则和载荷组合因子的值和部分因素的基础。本文介绍了开展的工作,并提供有关与BS EN 1990附件A2有关的英国国家附件的发展的背景。

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