1) tall pier aqueduct
高墩渡槽
1.
Analysis of transverse seismic responses of large scale tall pier aqueduct;
大型高墩渡槽横向地震反应分析
2.
Simplifying the tall pier aqueduct as a coupled system of tall pier and rectangular tank,the transverse free vibration of the system is analyzed by using analytical methods.
将高墩渡槽简化为一高墩矩形水箱耦联系统，采用解析法分析了该系统的横向自由振动特性，分析结果表明：（１）耦联系统的频率可分为两类，一类为“流体振荡频率”，反映了水体的晃动；另一类为“结构振荡频率”，反映了结构的固有运动。
2) large-sized aqueduct with high pier
大型高墩渡槽
1.
In this paper, by using ODE (Ordinary Differential Equation) solver, the analysis of dynamic characteristic, seismic response and nonlinear vibration isolation for large-sized aqueduct with high pier is converted to solving ODEs\' eigenvalue problem analytically and general boundary value problem semi-analytically.
基于常微分方程(Ordinary Differential Equation,简称ODE)求解器,本文将大型高墩渡槽的动力特性分析、地震响应分析,以及非线性隔震分析,转换为解析地求解ODE体系的特征值问题和半解析地求解ODE体系的一般边值问题,这种解析和半解析方法,物理概念明确,计算量小,结果可靠,还便于修改参数,因此对大型高墩渡槽抗震隔震的初步设计有一定的实用价值。
3) high transition pier
高过渡墩
1.
To the continous rigid frame bridge with high transition pier, if the side span cast-in-place section is placemented with supporter, the construction technolog.
对于普通的连续刚构桥其边跨现浇段采用支架现浇法,而对于高过渡墩连续刚构桥边跨现浇段,如果采用支架现浇法,则施工难度将会很大,而且施工费用较高及施工工期较长。
4) elevated flume
高架渡槽
5) aqueduct pier
槽墩
1.
This dissertation focuses on a single-column reinforced concrete aqueduct and following results are attained:1) The fragility analysis is systematically studied for the aqueduct pier system in the earthquake excitation.
本文结合我国渡槽结构的特点,从构件的角度,系统地对渡槽中最易损伤的部位槽墩的易损性和地震风险进行了研究。
6) aqueduct bridge
渡槽
1.
Basic theory on aqueduct bridge vibration control using lsolation and energy dissipation hybrid sistem;
渡槽结构隔震与耗能减振控制机理的研究
2.
The structure analysis and selection of large rectangular aqueduct bridge with multi-longitudinal beams;
大型多纵梁矩形渡槽受力分析与结构形式选择
3.
Experiment study on vibration control of aqueduct bridge using isolation and energy dissipation hybrid system;
渡槽结构隔震耗能减振控制的试验研究
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