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1)  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。
2)  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。
3)  large-scale aqueduct
大型渡槽
1.
The dynamic characteristic calculation of large-scale aqueducts with its fluid-solid coupling;
考虑流固耦合的大型渡槽动力特性计算
2.
By compiling Matlab program,the modes and the vibration frequencies of a large-scale aqueduct are examined.
编程程序具体计算了某大型渡槽的模态,并用ANSYS对大型渡槽进行模态分析,计算结果表明:该模型计算的渡槽结构的固有频率和ANSYS计算结果接近。
3.
As a building of transporting water spanning rivers, large-scale aqueduct plays an important role in this water conservancy works.
大型渡槽结构是跨越河流等的输水建筑物在南水北调水利工程中有着重要地位。
4)  large aqueduct
大型渡槽
1.
Dynamic response of large aqueducts to multi-site earthquake input;
大型渡槽对多点地震输入的反应
5)  large-scale aqueduct with double troughs
大型双槽渡槽
1.
Seismic response analysis of large-scale aqueduct with double troughs;
大型双槽渡槽地震反应分析
2.
To get the dynamic properties of the large-scale aqueduct with double troughs, brick elements with 20 nodes are used to mesh the troughs and pier for the agueduct is a complex structure and there are some influencing factors on its dynamic properties.
采用 2 0结点空间块体单元剖分渡槽槽身和槽墩 ,分别用耦合自由度、低刚度块体单元、多个弹簧单元模拟槽身横向拉杆和加劲肋、渡槽槽内水体及盆式橡胶支座 ,建立大型双槽渡槽结构动力分析的有限元模型 ,并对南水北调水利工程某大型双槽渡槽进行了多工况动力特性分析 ,探讨了渡槽横向拉杆、槽内水体及盆式橡胶支座等多种因素对渡槽整体动力性能的影响 。
6)  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。
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1.形状或规模大的。
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