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1)  overseat
轨道梁支座
1.
This article discusses the type of main construction and material selection of key parts on overseat, single-track beam support of traffic track.
对跨座式单轨交通轨道梁支座的主要构造形式、关键零部件的材料选用等进行了分析研究。
2)  PC rail beam
跨座式PC轨道梁
3)  steel-concrete composite simple-supported track beam
钢-混简支组合轨道梁
1.
With the background of track beams adopted in Chongqing straddle single-track transit systems, dynamic behavior of steel-concrete composite simple-supported track beam is discussed in this paper.
以重庆跨座式单轨交通系统中采用的轨道梁为研究背景,探讨了钢-混简支组合轨道梁的动力特性。
4)  bracket cushion beam
支座垫梁
5)  bridge support
桥梁支座
1.
Combined with the construction practice,the paper introduced a kind of technique of bridge support replacement for reference.
通过对具体工程的处置,总结一套可广泛应用的桥梁支座更换技术,从方案的确定、施工过程以及施工监控技术、施工注意事项出发,保证桥梁支座处置的安全和适用性。
2.
Part of research work and development of technology of prestressed concrete carried out in China Academy of Railway Sciences in the past forty years or more is briefly reviewed, such as the research about fundamental parameters, the experiments and applications of new materials and structures as well as the development of new bridge supports.
本文概述铁道部科学研究院40多年来对预应力混凝土技术的研究及开发情况,如基本参数研究、新材料和新结构的试验和应用、新型桥梁支座的研制等。
6)  beam end support
梁端支座
1.
The Code for Design of Masonry Structures does not specify local compression bearing capacity calculation for masonry under continuous beam intermediate supports and pad beam end supports.
砌体规范对如何计算连续梁中部支座砌体局部受压承载力和梁支承在垫梁端部垫梁下砌体局部受压承载力没有明确规定,本文参考梁端支座砌体局部受压承载力计算公式推导过程和梁支承在垫梁中部垫梁下砌体局部受压承载力计算公式推导过程,在完全遵照规范编制原理的基础上,给出了连续梁中部支座砌体局部受压承载力计算公式和梁支承在垫梁端部垫梁下砌体局部受压承载力计算公式。
补充资料:轨道保持(见航天器轨道控制)


轨道保持(见航天器轨道控制)
orbit keeping

  guidQo baoehi轨道保持(o rbit keePing)见航天器轨道控制。
  
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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