竖向

Results The anatomic structures of "Jianzhongshu" for perpendicular insertion downward were skin, superficial fascia, trapezius, rhomboideus, splenius cervicis, erector spinae, suprapleural membrane and cupula of pleura in order.The anatomic structures of "Dazhu" were skin, superficial fascia, trapezius, rhomboideus, upper posterior serratus, splenius cervicis, erector spinae, levator ribs, internal intercostal membrane and costal pleura in order.

结果 肩中俞向下直刺的解剖结构依次是皮肤、浅筋膜、斜方肌、菱形肌、颈夹肌、竖脊肌、胸膜上膜、胸膜顶；大杼穴向下直刺的解剖结构依次是皮肤、浅筋膜、斜方肌、菱形肌、上后锯肌、颈夹肌、竖脊肌、肋提肌、肋间内膜、肋胸膜。

Results The anatomic structures of "Jianzhongshu" for perpendicular insertion downward were skin, superficial fascia, trapezius, rhomboideus, splenius cervicis, erector spinae, suprapleural membrane and cupula of pleura in order.The anatomic structures of "Dazhu" were skin, superficial fascia, trapezius, rhomboideus, upper posterior serratus, splenius cervicis, erector spinae, levator ribs, internal intercostal membrane and costal pleura in order.

结果 肩中俞向下直刺的解剖结构依次是皮肤、浅筋膜、斜方肌、菱形肌、颈夹肌、竖脊肌、胸膜上膜、胸膜顶；大杼**向下直刺的解剖结构依次是皮肤、浅筋膜、斜方肌、菱形肌、上后锯肌、颈夹肌、竖脊肌、肋提肌、肋间内膜、肋胸膜。

A accurate method is proposed for calculating the displacement of skyscraping structure s under complex loads, including erect force, lateral force, lateral pressure and top moment.

高耸结构，如电视塔、烟囱、塔式起重机等，柔性较大，由于这种结构同时受侧向力和竖直压力联合作用，分析中必须考虑其p-Δ效应，给出了这种结构在同时受竖直压力、侧向集中力、侧向均布力和顶部力矩等复杂载荷作用时，结构变形的精确解析计算公式。

Through experimental study and finite element analysis, we draw that the vertical holes in the hollow shear wall structure with seams lessen self-weight so as to lower the earthquake action.

试验研究和有限元分析得出：此种带缝空心钢筋混凝土剪力墙结构中竖向孔洞的存在减轻了结构的自重，因而降低了结构的地震作用。

According to fully expounding the geologic condition of the location of the bridge and the structure of pile foundation and the research level of the bearing capacity of group pile foundation in the present, the paper analyzes the mechanism of group effect and the impact on bearing capacity of pile foundation. The finite-element numerical analyses and self-balanced method are adopted in the present paper to calculate and analyze the vertical bearing capacity of pile group of north main-tower is cleared up and analyzed.

在全面阐述桥位区工程地质条件和桩基础组成结构以及群桩基础承载力研究现状的基础上，深入探讨了群桩效应及其对桩基础承载力影响的机理，分别采用自平衡试桩测试技术和三维土工有限元模拟方法研究了单桩竖向承载力问题，通过对试验和计算结果的整理、对比分析，确定了能够客观反映地基土工程特性的地基土计算参数。

The writer puts forward that augment of coefficient can be used to determine the control point of displacement based on datum and the test of PCFS s(prestressed concrete frame structures) resistance under lateral reversed cyclic loading and hysteretic behavious.

通过对预应力框架结构在竖向荷载及水平低周反复荷载作用下的试验研究、全过程滞回分析，提出用增大系数法确定位移控制

Assumed that the coherence of the wind load in vertical is the same to the wind speed, the auto power spectrum and cross power spectrum of the wind load on the tower is formulated. Futhermore, the analysis shows that the contribution of the turbulence is about equal to the vortex shedding for the cross-wind motivation.

基于风荷载竖向相干性与风速相干性一致的假设，得到输电塔不同高度的风荷载自谱与互谱，并分析输电塔横风向激励的组成，识别出紊流激励部分与旋涡脱落激励部分约各占一半。

The results show that the seismic response analysis under multi-support excitations is necessary for large-scale structures.

对某一实际河谷地形进行非线性地震反应分析，分析结果表明，由于河谷的存在，在河谷附近将会激起较大的竖向运动。

In this paper,the random earthquake response of structures with single degree of freedom subjected to horizontal-vertical random earthquake excitations is studied systematically.

本文对单自由度结构在水平与竖向地震同时作用下的随机地震响应问题进行了系统研究。

In order to help for evaluating properties of soil in interaction more precisely, the paper applies elastic theory solution on different modulus in tension and compression for vertical load into semi-infinite elastic body. Through quoting Heaviside function, the solution of elasticity theory with different modulus in tension and compression is established founded on the solution of elasticity theory for the material incapable in tension and Mindlinsolution for equal modulus.

为使地基土在共同作用中的行为特征评价更为合理，本文应用了半空间问题竖向荷载下地基土的拉压模量不同弹性理论解，该理论解是通过引入Heaviside函数，利用不能承受拉应力材料的弹性理论解并结合拉压模量相等的经典Mindlin解而获得。

However, as the name（read－only memory）implies, CD disks cannot be written onorchanged in any way.

然而，正如其名字所指出的那样，CD盘不能写，也不能用任何方式改变其内容。

Galvanizes steel pallet is mainly export which suits standard packing of European Union, the North America. galvanizes steel pallet is suitable to heavy rack. Pallet surface can design plate type, corrugated and the gap form, satisfies the different requirements.

镀锌钢托盘多用于出口，替代木托盘，免薰蒸，符合欧盟、北美各国对出口货物包装材料的法令要求；喷涂钢托盘适用于重载上货架之用，托盘表面根据需要制作成平板状、波纹状及间隔形式，满足不同的使用要求。