1.
The ultimate longitudinal strength of container ships was analyzed by a simplified method.
用简化方法对集装箱船进行了垂向弯矩和水平弯矩联合作用下的极限强度分析。
2.
Virtual Work Method of Rectangular Two-Way Slab Considering Resistance Moment of Inclined Yield Line
考虑斜向塑性铰线抵抗弯矩的矩形双向板虚功分析法
3.
Calculation of the Longitudinal Depth Averaged Velocity Distribution of Curved Conduit Flow
弯道水流纵向垂线平均流速分布的计算
4.
The methods for calculation of additional vertical bending moment and confining bending moment of flanges are deducted, and the type and quantity of radial reinforcements are proposed.
为此，导出了竖向附加弯矩和法兰盘约束弯矩的计算方法，提出了径向联系筋的形式及数量。
5.
Limit Analysis of Pressure Vessels with Pad Reinforcement under In-plane Moment on Nozzles;
接管纵向弯矩作用下带补强圈容器的极限分析
6.
The Bending、Vibration and Buckling of Rectangular Orthotropic Thin Plates;
正交各向异性矩形薄板的弯曲、振动和屈曲
7.
Fourier analysis of bending of orthogonal anisotropic rectangular thin cantilever plate
正交各向异性矩形悬臂薄板弯曲的傅立叶分析
8.
Limit Analysis for Cylindrical Shells with Opening-reinforcement under In-plane Moment
接管纵向弯矩下带补强圈容器结构的极限分析
9.
Seismic Behaviour of Square CFT Beam-Columns Under Biaxial Bending Moment
双向弯矩作用下方钢管混凝土梁柱的抗震性能
10.
The emphasis of the paper is placed on the influence of the secondary moment and the axial prestress on the moment redistribution.
重点讨论了预应力连续梁中次弯矩和轴向预压力对弯矩调幅的影响。
11.
② Liriodendron-type,which the young leaf is presented in recurved and conduplicate position with its abaxial surface next to the emerging bud in bud.
②幼叶在芽中向下弯垂 ,其远轴面叶背向芽 ,贴靠芽的鹅掌楸型 ;
12.
Each such beam is subjected to the external loads that normally act upon it, together with the two redundant moments at its ends.
每一根这样的梁承受垂直作用于其上的外荷，以及两端的两赘余弯矩。
13.
Vertical and lateral bending of the steel roof of the deviation should be allowed to meet the norms.
钢屋架的垂直度和侧向弯曲的允许偏差应符合规范的规定.
14.
Effects of Reinforcing Bar Amount on Bending-resistance Bearing Capacity of Single-side Reinforced Rectangular Beam
纵向钢筋配筋量对单筋矩形截面梁截面抗弯承载力的影响
15.
In the FEM simulation of the loading identification process, the bending moment maintains a constant amplitude, hut its direction is alterable.
在有限元仿真计算中，弯矩载荷的大小保持不变，但方向可调。
16.
Global Stability Research of Beams under the Loading Combined Antisymmetric End Moments with Transverse Uniformly Distributed Load;
反对称端弯矩和横向均布载共同作用下梁的整体稳定性研究
17.
Expanded Galerkin Method in the Bending of Moderately Rectangular Orthotropic Thick Plates
扩展伽辽金法求解正交各向异性矩形中厚板的弯曲
18.
Displacement fundamental equations of the thick plates bending and the general solution to simply supported rectangular plates by transvers shearing defomation
考虑横向剪切变形厚板弯曲的位移型方程及简支矩形板的一般解