1) suspended stiffening truss
悬式加劲桁架
2) stiffening truss
加劲桁架
1.
The closed ring confining truss is set along the periphery of the reticulated shell,and the stiffening truss is set in the middle single-layer shell which can take advantage of the architectural shape.
网壳通过可径向滑动球铰支座与下部混凝土结构连接,网壳周边设置封闭环形约束桁架,中间单层壳体部分利用建筑凸肋造型设置加劲桁架,解决了保证整体稳定和减小温度应力之间的矛盾,同时避免了网壳侧推力直接传递给下部混凝土结构,简化了网壳支座及下部混凝土结构的设计,节约了混凝土结构的造价。
3) stiffened trussed arch
加劲桁架拱
4) truss-stiffening girder
桁架加劲梁
1.
In order to get the accurate equivalent rigidity characters of the truss-stiffening girder,finite element models of the truss-stiffening girder with different length were built,and then the theoretical formula for calculating the deformation of a cantilever girder under concentrate forces was adopted to evaluate the equivalent rigidity value of the truss girder.
针对大跨度桁架加劲梁悬索桥气弹模型设计中主梁等效刚度计算问题,以矮寨大桥为实例,建立不同长度空间桁架加劲梁节段模型有限元模型,通过悬臂梁位移法反算得到主梁的等效刚度特性,研究了不同荷载施加方式以及不同梁段长度对等效刚度特性的影响。
5) Truss Stiffed skeleton
桁架式劲性骨架
6) long-span truss girder suspension bridge
大跨度桁架加劲梁悬索桥
1.
Taking the Baling River Bridge as a background,the effects of upper and lower central stabilizing barriers on the flutter stability of long-span truss girder suspension bridge with a central-slot deck have been in- vestigated by a series of wind tunnel tests of sectional model.
以坝陵河大桥为背景,通过节段模型风洞试验研究了上下中央稳定板对具有中央开槽桥面板的大跨度桁架加劲梁悬索桥颤振性能的影响。
补充资料：连续性与非连续性(见间断性与不间断性)
连续性与非连续性(见间断性与不间断性)
continuity and discontinuity
11an父ux泊g四f“山。麻以角g、.连续性与非连续性(c。nt，n琳t:nuity一)_见间断性与不间断性。and diseo红ti-
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条