1) rise of blocks
墩木升高
2) launching block
墩木
1.
Considering the effect of ship stiffness on pontoon counter-deformation,the paper deduces the distribution of launching block s reaction force in longitudinal direction after the pontoon being deformed during ship s launching,and it develops a loading technique of launching block s reaction force.
考虑下水船舶刚度对浮箱抗变形的作用,确定墩木反力在浮箱举船下水变形后沿纵向分布情况,提出了计算模型中的墩木反力加载技术。
3) Woodpilc
木墩
5) High pier
高墩
1.
The construction control technique of high pier slide form;
高墩滑动模板施工控制技术
2.
The application of non-bracket turnover form method in high pier construction;
无支架翻模法在高墩施工中的应用
3.
Discussion on the cross section types of high piers of bridge and stability calculation;
桥梁高墩截面形式探讨及其稳定性计算
6) Tall pier
高墩
1.
The three-dimensional finite element model of a continuous rigid frame bridge with long span and tall pier is established and the stability coefficient of safety and modes are calculated through the application of the finite element analysis software.
利用大型通用有限元程序建立了某高墩大跨连续刚构桥的空间有限元模型,计算了桥梁结构的稳定安全系数,对桥梁的失稳特征进行了分析,计算表明该桥具有足够的稳定安全性,分析结果为同类桥型的设计提供了参考依据。
2.
It is shown that the tall pier remarkably differs from the lower pier in seismic demands when the higher v.
计算结果表明,高阶振型对桥梁高墩地震响应贡献较大,其塑性转角、墩顶位移等地震需求的变化规律与中、低墩明显不同。
3.
In this paper,the applicable calculational methods of displacement ductility capacity are summarized,and varied parametric models of tall pier are analyzed with Pushover analysis method and formula method.
本文总结了现行位移延性能力计算方法,对不同参数桥梁高墩计算模型采用Pushover法进行分析并与公式法比较,讨论了两种方法在计算桥梁高墩位移延性能力时的适用性,并指出位移延性能力计算偏差对抗震设计有较大的影响。
补充资料：墩木
墩木 明清家具部件名称。屏风、衣架、灯台等立柱下着地的横木或木块。
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