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The effects of various foundation models on results are also analyzed.2. The design of bored pile foundation is researched in calculations of floodgate structure.

对水闸结构计算的钻孔桩桩基设计进行研究,并就如何考虑桩间竖向抗力的承载作用进行探讨。

Based on the analysis of rod under vertical dynamical load this paper deals with the influence of deformation of shearing and turn inertia force of rod on dynamical stability problems and turn inertia force in practical engineering.

本文通过杆在竖向动力荷载作用下的研究,探讨了剪切变形效应和转动惯性力对杆的动力稳定性的影响,并讨论了实际工程中是否考虑剪切变形和转动惯性力的问题,可供实际应用中参考。

But if you're forced suddenly to start writing horizontally, and you're eating rice lying down.

因为日语一般是竖向书写的——那就用吃饭打比方;但是如果你突然被强迫要水平横向书写——你就像是躺着吃饭一样。

Based on the Biot s two-phase theory for fluid-saturated porous media, considering the inertia force of the solid and the liquid, and the coupling function between the solid and the liquid, and the compressibility of the liquid in allusion to the character of the nearly saturated soils. The dynamic governing differential equations are solved by Hankel transform. Then, considering the boundary condition, the dual integral equations of vertical vibration are established which are reduced to Fredholm integral equation of the second kind.

本文基于Biot两相介质动力固结理论,针对准饱和土地基的特点,考虑了流体的可压缩性,土体和流体的惯性及水土之间的耦合作用,运用Hankel变换技术求解动力控制方程,然后按混合边值条件建立起对偶积分方程,并将其化为易于数值计算的第二类Fredholm积分方程,分别研究了准饱和土半空间地基、上覆单相弹性层的准饱和土地基和准饱和粘弹性地基上刚性基础的竖向振动特性。

The vibration equation of vertical dynamic earth pressure of reinforced gabion wall under horizontal seismic loading is also derived.

推导了加筋格宾挡墙在水平地震荷载作用下的竖向动土压力的振动方程。

It can simplify the fire supply system of highrise building by applying pressure relief valve to vertical compartment.

采用减压阀对高层建筑物的消防给水系统进行竖向分区,可以简化系统。

First of all, one neverhas to choose between horizontal or vertical position.

首先,你不用为是水平还是竖向位置而做出选择。

An integral representation for displacements of a circular footing vibrating vertically with a linear wave velocity on a elastic half-space whose shear modulus changes non-linearly with depth was presented by analysis, dynamic triaxial test on dynamic modulus and damping ratio of soils was also carried out.

本文通过计算分析得到了变剪切模量弹性半空间上基础竖向振动的积分变换解,并且进行了场地土动力特性试验研究。

Tests of three interior and three edge slab-column connections are studied in this paper. The properties of connections under vertical load and lateral reversed load are analyzed. The load-displacement hysteretic curve, development of crack, energy dissipation capacity and failure mode of slab-column connections are studied.

本文首先进行了六个板柱节点在竖向剪力和低周反复荷载作用下的试验研究,探讨了节点不平衡弯矩、板厚、柱截面尺寸、板配筋率等对节点受力性能和抗震性能的影响,分析了节点的荷载-位移滞回曲线、裂缝开展、延性性能和破坏形态等。

At first, the governing differential equations are solved by Fourier transform, then, under consideration of the mixed boundary value condition, a pair of dual integral equations about the vertical vibration are listed which are converted to linear algebra equations by the Jacobi orthogonal polynomial and solved by numerical procedures. Consequently, the dynamic compliance coefficient Cv versus the dimensionless frequency is derived, and the program is compiled.

首先,采用Fourier积分变换解析求解了Biot方程,得到了该动力控制方程在Fourier变换域上的一组通解,然后由混合边值条件建立了地基上基础竖向振动的对偶积分方程,并应用Jacobi正交多项式将其转化为一组线性代数方程组,通过求解得到了不同无量纲频率下基础振动的动力柔度系数Cv,编制了相应的计算程序。

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