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The major implementations of the developed model include: Pseudo-spectral and finite-difference schemes are employed to approximate the spatial-differential operators in the horizontal and vertical directions, respectively. A second-order Runge-Kutta method is adopted to integrate in time for the velocity field and the free-surface elevation. The solenoidal condition of the velocity field is satisfied by solving the transformed pressure Poisson equation. A modified secant method is used to accelerate the iterative solution of the non-separable Poisson equation.

模式的主要数值方法包括:分别以拟频谱法以及二阶有限差分法近似控制方程与边界条件中的水平与垂直导数;以二阶Runge-Kutta法进行非稳态的自由液面位移与流场速度的时间积分;利用改良式割线叠代法求解计算区间中不可分离的压力Poisson方程式,以满足不可压缩流条件。

This measurement system not only can measure superelevation of railway, but also curvature of curves, from which the unbalanced centrifugal acceleration can be computed to provide the instruction information for tilting control.

基于单轴陀螺平台的摆式列车线路信息检测系统,利用安装在头车车体地板上的单轴陀螺平台和车体与悬挂系统之间的两个位移传感器建立测量的水平基准线,不仅可测量出列车通过曲线时线路的超高值,而且可测量出曲线曲率值。

The Multi-Point Effect in frequency domain is studied, and the analytical procedure is simplified to some extent, that is, the responding data is accurate enough only with the input according to the first four degressively arranged eigenvalue of earthquake power spectrum matrix.

对于240米高的超大型土石坝,相关程度越小,坝顶竖向永久位移和易破坏单元的损伤值越大,当竖向与水平向地震动强度接近时,这一规律更明显。时域和频域内这一规律是一致的。

And it is verified that the simulation methods in this paper are rational and the model is feasible.(2)Using the unconditionally stable implicit Newmark time intergration algorithm, the effects of some key factors such as buried depth, condition of soil layers and the earthquake excitative orientation are studied.The results show that dynamic response of structure is considerably affected by the thickness of overburden layer, and horizontal slice is more dangerous than upright slice.

2采用无条件稳定的Newmark隐式积分法进行地震响应分析,讨论各种因素对地下结构动力响应的影响,如:结构埋深、土层分布条件和地震激励方向等,并通过对结构的应力、位移、加速度等结果的分析,发现上覆土层厚度对结构动力响应比较大,水平分层比竖向分层更容易使地下结构遭受破坏。

The trancings of condylar movement of Angle class two division one subdivision malocclusion with mandibular retrusion during mandibular movement are smooth and continual curve. There are no differences with condylar movement distances, condylar inclination and the hinge axis rotation between right and left condyle. There are no variance to movement form of the hinge axis comparing with normal occlusion. But the overlapping gender of condylar movement trace decrease than normal occlusion.

在不同的下颌运动中,双侧髁突在矢状面和水平面的运动轨迹均为光滑连续的弧形曲线,髁突位移、矢状面髁突倾斜度、水平面髁突倾斜度及铰链轴旋转度左右两侧无明显差异,铰链轴运动形态与正常牙合无明显差异,但轨迹的重复性低于正常牙合。2。

To solve those problems in extended reach wells and horizontal multibranch wells and ease the "bottleneck" of domestic pointthebit of rotary steerable drilling technology, combining theory with practice, we summarize the rotary steerable drilling technology at home and abroad, introduce two typical and popular bottom hole closed loop rotary steerable drilling tools, namely MRST and GeoPilot.

为解决在钻大位移井、水平分支井等复杂结构井时出现的种种难题以及国内指向式旋转导向钻井技术的&瓶颈&问题,将理论与实践相结合,对旋转导向钻井技术的国内外研究现状做了分析;介绍了目前国内外运用比较广泛且典型的推靠式MRST和指向式GeoPilot井下闭环旋转导向钻井工具。

The simulation results show that horizontal braces can improve the progressive collapse resistance of steel frames, evidently reducing the vertical displacement on failure spot and uniforming the axial force on all columns.

分析结果表明,水平支撑能显著减小破坏部位的竖向位移,使同层各柱轴力分配趋于均匀化,从而提高结构的抗连续倒塌能力。

The results of these analysis show that the initial stress of steel stiffened girder has a significant impact on maximum vertical displacement, maximum tensile stress of pavement surface and maximum shear stress of binding course; the deformation of steel stiffened girder has a significant impact on shear stress of binding course; heavy-vehicle load can increase each control index rapidly; the horizontal force of vehicle load has a significant impact on longitudinal tensile stress of pavement surface and longitudinal shear stress of binding course.

分析结果表明钢加劲梁初始应力对铺装层表面最大竖向位移、铺装层表面最大拉应力与粘结层最大剪应力均有显著影响;钢加劲梁变形对粘结层剪应力影响显著;重车荷载将使各控制指标均急剧增加;车辆荷载的水平力则对铺装层表面纵向拉应力与粘结层纵向剪应力影响显著。

When the seismic intensity in vertical direction takes a high ratio,it is hard to accurately estimate the maximum displacement demands on structure by the traditional Pushover method.

通过对其进行改进,提出首先对结构按一定方式施加竖向地震引起的惯性力,随后进行结构水平向的多模态推覆分析,并按SRSS方法计算其最大位移需求。

In order to study drift deformation of Daye Iron Mine, 4 convergence monitoring sections and 3 multi-point displacement monitoring sections are arranged.

为了解大冶铁矿尖林山巷道变形规律,在-40m水平布置了4个收敛计和3个多点位移计测试断面,经过一年多的观测,获得了满意的观测数据。

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