EVALUATION OF LIVE-LOAD DEFLECTION CRITERIA FOR I-SHAPED STEEL BRIDGE GIRDERS

机译：异形钢桥桁架梁的活载挠度准则评价

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The primary objective of this paper is to evaluate the influence of current AASHTO live-load deflection on the design of I-shaped Grade 345W (50W) and HPS 485W (70W) steel girders. Summary information pertaining to an extensive literature review as well as results of a parametric study is presented. Lastly, recommendations are presented regarding alternative serviceability limitations that more adequately control the vibration.

机译：本文的主要目的是评估当前AASHTO活载挠度对I型345W（50W）和HPS 485W（70W）钢梁设计的影响。介绍了有关广泛文献综述以及参数研究结果的摘要信息。最后，提出了有关可替代的使用性限制的建议，这些限制可以更充分地控制振动。

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来源
《International Conference on High Performance Materials in Bridges; 20010729-20010803; Kona,HI; US》|2001年|P.193-208|共16页
会议地点 Kona HI(US)
作者
Karl E. Barth; Charles W. Roeder; Rachel A. Christopher; Haiyong Wu;
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作者单位

Department of Civil and Environmental Engineering, West Virginia University, Morgantown, WV 26506-6103;

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会议组织
原文格式 PDF
正文语种 eng
中图分类桥梁建筑材料;
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EVALUATION OF LIVE-LOAD DEFLECTION CRITERIA FOR I-SHAPED STEEL BRIDGE GIRDERS

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