1) high-pier curve
高墩曲线
1.
Taking Euler Elastic Theory as the base, the article applies the space finite element process to carry out the stabilization analysis of T-frame of the high-pier curve continuous rigid frame bridge under the construction of the largest cantilever.
该文以欧拉弹性理论为基础,运用空间有限元法对高墩曲线连续刚构桥在施工最大悬臂状态下的T构进行稳定性分析。
2) curve rigid frame bridge with high pier and large span
高墩大跨径曲线刚构桥
1.
Based on stability theory,the paper analyzed the stability of curve rigid frame bridge with high pier and large span for construction and service phases by finite element method.
以高墩大跨径曲线刚构桥为研究对象,以稳定性理论为基础,利用有限元法对其在施工阶段和营运阶段的稳定性进行计算分析;通过对不同墩高、曲率半径、不同构造、不同工况的稳定性计算结果进行比较,总结出高墩大跨径曲线刚构桥设计参数(墩高、曲率半径、系梁个数)与稳定性特征值(失稳荷载系数)的关系。
3) high-pier and small-radius curved bridge
高墩小半径曲线梁桥
1.
Based on a practical project,finite element models are built against the particularity of high-pier and big-angularity of high-pier and small-radius curved bridge,which is used for modal,spectrum and linear elastic time-history analysis.
以实际工程为背景,针对高墩小半径曲线梁桥高墩和大曲率的特殊性,建立空间有限元模型进行模态分析、反应谱分析及两种地震波作用下的弹性时程分析,确定曲率半径和墩高对结构动力特性、反应谱分析振型数选取、结构地震响应及最不利输入方向的影响,为抗震设计提供参考。
4) long span curved rigid frame bridge with high piers
高墩大跨曲线刚构桥
1.
The research on the shear lag effect of curved box girders of long span curved rigid frame bridge with high piers;
高墩大跨曲线刚构桥曲线箱梁剪力滞效应研究
5) high pier continuous rigid frame bridge
高墩曲线连续刚构桥
1.
The inner force and deformation of high pier continuous rigid frame bridge are influenced not only by the beam′s curvature radius, but also by the pier stiffness.
高墩曲线连续刚构桥的内力与变形不仅受到箱梁曲率半径的影响,同样也受到桥墩刚度的影响。
6) curved continuous grider bridges with high-pier
高墩曲线连续梁桥
1.
Seismic time history analysis of supporting piont of the curved continuous grider bridges with high-pier is performed dependent large universal finite element software ANSYS.
借助大型通用有限元软件ANSYS对高墩曲线连续梁桥进行地震时程分析,得出在Elcentro地震波激励下主梁支点处横桥向时程响应峰值与墩高、主梁曲率半径及桥跨数之间的相互关系。
补充资料：泥墩墩
1.土墩子。比喻呆板无用的人。
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