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截面

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Therefore , the curved bridge often adopts the box section which has not only strong sectional globality , but also great rigidity of resisting spraining and good distributed performance of horizontal load .

因此,曲线梁桥常采用截面整体性强,抗扭刚度大,横向荷载分布性能好的箱型截面

Especially effect of differential settlement. Compare with two connection forms in expended P.C.

拓宽后的连续箱梁需要特别注意梁体底板及拼接翼缘板根部在中跨跨中截面和支点截面的混凝土纵、横向拉应力计算。

Results The penumatization rate of total or inferior part of middle turbinate correlated positively to the inflammation of anterior ethmoid and maxillary sinuses. Compared with patients with normal frontal sinuses, the vertical diameters of agger nasi cells of patients with frontal sinusitis were larger(11.70±5.50 mm and 8.54±3.67 mm respectivevy, p<0.01).Compared with patients with normal maxillary sinuses, the Haller's cells of patients with maxillary sinusitis were larger (77.8% and 33.3%,P<0.05)and the amount of inflammatory Haller's cells of the latter was more abundant than that of the former(91.6±17.8 mm2 and 41.6±12.6 mm2, respectively, P<0.05). The deviation of uncinate process was one of the factors of maxillary sinusitis .The sizes of ethmoid bullae increased with the soft tissue thickening in anterior ethmoid sinus, the large ethmoid bulla may cause anterior ehmoid sinusitis.

结果 全中甲或中甲下部气化的发生率随前筛、上颌窦内软组织影增厚而升高;有额窦炎组病人的鼻丘气房最大纵向垂径明显大于无额窦炎组(分别为11.7±5.5 mm和8.5±3.7 mm,P<0.01);Haller气房在上颌窦炎组和非上颌窦炎组的发生率无显著差异,但前组发生炎症的Haller气房明显多于后组(分别为77.8%和33.3%,P<0.05),且前组Haller气房的冠状位截面积明显大于后组(分别为91.6±17.8 mm2和41.6±12.6 mm2,P<0.05);钩突角度随上颌窦内软组织增厚而减小;筛泡冠状位截面积随前筛窦内软组织增厚而增大(P<0.01)。

After the rigidity matrix calculations, the FEM analysis program ANSYS is used to create models, with the truss structure and box cross-sectioned cantilever board beam as models.

在完成结构刚度矩阵计算的前提下,以桁架结构和矩形截面悬臂板为模型,利用有限元程序ANSYS进行建模,分析了不同类型的结构在温度变化作用下的响应,从而得知温度变化对桁架结构的模态参数影响不大,而对矩形截面悬臂板梁的模态参数有一定的影响。

In the post-process module, it studies the design of beam and column , as well as the realization of the design.

论文的初步后处理部分研究了各种材料和截面形式的梁、柱的截面形式和强度计算的程序实现。

It features in the stair type rotary adapter between the wind blast end and reducing wind pipe, the conic section of the horizontal profile of the inner cavity of the wind blast end, and linear design of the longitudinal profile, with wind shroud equipped at each exhaust outlet of the wind blast end.

本发明技术特征是送风末端与变径风管之间设有阶梯形可旋转联接器,此外,送风末端内腔的横截面为2次曲线,纵截面为流线型设计,并在送风末端的出风口处设有均风罩。

In accordance with the clouds data of the standard body and the various material and the various garments size of a specific style using the 3D scanner, the area ease between body curves and garment on the body back, the body side and the body front are calculated. The area ease distribution rule of the various material and various size on the typical cross sections between body and garment is analysed, and the influential factors of area ease and exposes the internal relation between the area ease and material mechanical properties are discussed.

采用三维人体扫描仪得到标准人体和同一款式不同材料、不同放松量服装的点云数据,计算人体与服装在人体后面、侧面和前面部分之间的面积松量,分析不同面料、不同规格在特征截面面积松量的分配规律,讨论影响面积松量的主要因素,揭示特征截面面积松量与面料力学性能的内在联系。

Two different section planes'y coordinates are used to obtain one length size of human and a method, called convex hull method, to measure body section's girth, respectively. Using this technique, the 34 key figure lengths and girth sizes can be measured, and the factors affecting measurement precision can be analyzed.

确定人体的6个特征点和20个特征平面,分别应用对应截面y坐标差值法测量长度尺寸,凸壳法测量截面周长,测量了34个人体关键长度和周长,对影响测量精度的因素进行了分析。

Research purpose:With reinforced concrete single Jin rectangle cut the price of the building of surface beam for target function, cut surface highly and go together with Jin rate as from change to measure, use Nao degree as to control a condition, build up a stipulation condition, can get the line don'tbe excellent to turn mathematics model, and make use of MATLAB Optimize tool box to pass plait distance to carry on solving.

研究目的:以钢筋混凝土单筋矩形截面梁的造价为目标函数,截面高度和配筋率作为自变量,以挠度作为控制条件,建立约束条件,可得非线性优化数学模型,并利用MATLAB优化工具箱通过编程进行求解。

Both monotonic axial compressive and axially loaded cyclic tests have been carried out on the steel box brace used in New CCTV Building to investigate the effect of assembling welds including full penetration and partial penetration on the structural behavior of the brace.

为考察全熔透和部分熔透两种组装焊缝形式对箱形截面钢支撑受力性能的影响,本文对中央电视台新台址建设工程中的箱形截面支撑进行了单调受压、轴向反复拉压试验;同时,采用ABAQUS有限元软件实现了对部分熔透试件未熔透处的接触模拟和滞回性能模拟。

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