她的名字和注册港口被用深蓝色喷涂在船尾肋板上。
Her name and port of registration (Jersey) are painted on her transom in navy blue.
提出了用于板式换热器的新型不连续交叉肋板片。
Based on the above analysis, a discontinuous cross rib plate for plate heat exchanger is proposed.
刚性横梁(8)的高度在侧边加劲肋板(2)顶部之上。
The height of the rigid crossbeam (8) is arranged above the top part of the side stiffening rib plate (2).
对水下由环形肋板连接的有限长双层柱壳在点激励下的稳态振动特性进行了研究。
The characteristics of vibration in a submerged double shell connected by annular plate drived by a point force in inner shell is studied.
本文提出一种求解正交各向异性板的新的计算方法，使之等效为各向同性加肋板。
A new calculating method for solving orthotropic plates is presented in the paper. The orthotropic plate is dealt as a equivalent isotropic plate with ribs.
在工程中为保证肋板对集中力荷载的承载力要求，建议肋板厚度取一倍于梁翼缘厚度。
In order to ensure the limit capacity of stiffener, it is suggested to choose thickness of stiffener as the same as beam flange.
指出了液舱壳板加纵骨的全实肋板同心双层圆柱壳是一种优良的耐压液舱新型结构型式。
Double concentric cylindrical shell with solid floor and added longitudinals on the pressure tank shell is a very good structural form of new pressure tank.
导向套（3）通过肋板（11）、套筒（4）通过肋板（10）分别与锥形料斗（2）焊接连接；
The guidance set (3) is connected with taper hopper (2) by ribbed plate (11), and the Sleeves (4) are connected with taper hopper (2) by ribbed plate (10).
一种标准化组合箱盒及其形成的方法，箱盒最好由多于一块的具有肋板的面板、边缘构件和弯角形成。
A modular case and method of forming the same, the case preferably formed from a plurality of panels, edge members and corner pieces having ribs.
整体式桥台的等代桩长、桥台纵向抗弯刚度、宽跨比及箱梁肋板间距等，是影响该类桥梁剪滞系数的主要因素。
It is proved that the main affecting factors include: equivalent pile length, bending stiffness of abutment, ratio of width to span, distance of webs, etc.
面板、边缘构件和弯角最好连接以对齐肋板，形成实质上连续的肋板，其能够把力分散到标准化组合箱盒的一广大区域上。
The panels, edge members and corner pieces are preferably connected to align the ribs, forming substantially continuous ribs capable of distributing forces over a large area of the modular case.
本文结合施工实践，推导给出了缓和曲线段钢箱梁肋板、边线长度和坐标的计算公式，用于缓和曲线钢箱梁和其它结构梁的放样计算。
The paper gives the calculation formula of the steel box beam rib plate, side line length and coordinate of transition curve sections combined with construction practice.
扭转形式的屋顶在零售空间内形成了戏剧化的肋形天花板，在最高点设置了一个夹层。
The sweeping roof forms a dramatic ribbed ceiling inside the retail space that accommodates a mezzanine level under its highest point.
最后，对板肋在垂直于其跨度方向上肋顶和肋底相对位移的数据进行了分析，这种肋顶和肋底的相对位移是由肋梁受扭产生的。
Finally, torsion rule of ribs is been found through anglicizing the relative data of displacement, which is caused by torsion of tip and bottom of ribs.
首先介绍了现浇空心板截面“横肋附加刚度法”理论计算模型，进而实现在进行结构设计计算时，采用该模型，充分发挥现浇空心板截面刚度大的优良结构性能。
The paper introduced the theoretical model of "method of reinforced stiffness through cross rib" firstly, which the excellent structural capability of reinforced concrete cast-in.
给出了密肋壁板结构与地基土相互作用的受力特性及筏板应力分布规律、基底土反力的分布规律和地基的沉降规律。
Then summarizes the mechanics characteristic of MRS and foundation soil and the distribution of raft stress and the foundation settlement laws.
反应堆压力容器包括顶盖、加肋管板，壳体(外壳和底部壳体)三部分。
The pressurized vessel of a nuclear reactor consists of three parts: the top cap, the ribbed tube-plate and the shells (the external shell and the bottom shell).
与一般的筏板基础有所不同，由于有柱墩，有肋梁墩式筏板基础梁的内力需按变截面梁计算。
Different from general raft foundation, the inner force of ribbed beam is calculated as variable section because of the stump.
同时本文也指出了蜂窝式空心板是以平板弯曲为主的带肋的板，而密肋楼板或井式楼板则是以交叉梁弯曲为主的带板的梁系。
Meanwhile this paper points out that cellular voided plates are the plates with ribs and the ribbed or waffle plates are the cross girder system with slabs as its wingspan.
采用有限元法对比分析了蜂窝式空心板的受力特点，指出了蜂窝式空心板与密肋楼板和井式楼板受力机理的不同。
The structural behavior of cellular voided slab was analyzed by finite element method, difference between cellular voided slab and ribbed or waffle slab was pointed out.
介绍了这些试验及研究结果，给出了冷轧带肋钢筋预应力混凝土空心板中混凝土拉应力限制系数的建议值。
Results of the test and theoretical researches are introduced and the values of restrictive coefficient of tension stress in concrete for design of the slabs are suggested.
对有端板加劲肋的外伸端板连接节点进行了循环荷载作用下试验研究，分析加劲肋对外伸端板连接节点性能的影响。
Research on extended end-plate connection with end-plate stiffer under cyclic load by test, discuss the effect of stiffer on the capability of the connection.
底座板在其上表面具有带花纹的肋单元。
The base plate has on an upper surface thereof a patterned rib unit.
根据刚度等效的原则，将板等代为正交密肋体系，板上荷载转化为等效节点荷载，可利用通用结构分析软件对受复杂荷载作用的板作精确分析。
According to the principle of equivalent rigidity, the slab is analogic to closely spaced beams, and the loads upon the slab can be transformed to equivalent nodes load of beams.
本文对外肋环板节点梁翼缘受拉模型的传力机理进行了分析。
Force transfer mechanism of the vertical stiffener joint model with only tensile beam flange is analyzed.
因此，以中强螺旋肋钢丝为受力筋的预应力空心板具有广阔美好的发展前景。
So the high effective pre-stressed reinforced concrete hollow slab with Medium strength spiral-continuous -ribs steel bar has a good prospect.
分析了节点端板厚度、螺栓类型、端板的加劲肋等因素对节点刚度以及抗弯承载力的影响。
The factors, such as end -plate thickness, bolt's types , beam and column ' flank , that can effect on the joint rigidity and moment capability, are analyzed.
提出了肋柱、肋梁和挡土板的计算单元划分以及计算模型的确定方法。
The calculating elements and the calculating model of rib-column, rib-beam and retaining plate of the supporting structure are proposed in this paper.
提出了肋柱、肋梁和挡土板的计算单元划分以及计算模型的确定方法。
The calculating elements and the calculating model of rib-column, rib-beam and retaining plate of the supporting structure are proposed in this paper.
应用推荐