竖向

The instructive conclusion was: 1 under the vertical loading, the shear-lag effect was produced badly, more severer under concentrated loading than under uniform loading .2 the longitudinal bending deformation of the beam flange was true of the imitating plane assumption of deformation . 3 the width length ratio was confirmed as the first factor working on the shear-lag effect among all the geometric parameters;4 the shear-lag coefficient of simple-supported box-girder was severer than the continuous box-girder, the shear-lag effect in the inner supported section of continuous beam was much more severer, we need paying more attention for it in designing. 5 the non-liner characteristics of material deformation have littlie influence on shear-lag effect in BGCW. 6 the experiential calculating formulation and calculating diagram for the effective flange width was raised with the only factor of the width-span ratio., but the primary location of axis of bending moments should not be changed while calculating the inertial moment .

研究认为：1室内模型试验和空间有限元分析结果均表明波形钢腹板组合箱梁在竖向荷载作用下，翼板出现了典型的纵向应力剪滞效应。2在竖向荷载作用下，截面高度上各点纵向正应变分布认为可符合"拟平截面假定"，以此作为波形钢腹板组合箱梁抗弯计算的基本假定。3箱梁宽跨比是影响波形钢腹板组合箱梁翼板剪滞效应的主要因素。4连续波形钢腹板组合箱梁的翼板剪滞系数大于简支梁，且连续箱梁内支点截面翼板剪滞效应相当严重，对此需十分重视。5当混凝土翼板受力由弹性阶段进入弹塑性阶段时，材料的非线性特性对翼板的剪滞效应影响甚微。6提出了根据组合箱梁的宽跨比参数来计算翼板有效宽度比的经验公式和计算图表，但箱梁截面抗弯惯性矩的计算不应改变原先的截面中和轴位置。

Zhang Bing filter head from the filter and filter-the first component, the overall injection from its main features is the first filter for Taiwan hollow circular shape, the first by the filter at the top, strip-joints, vertical plate, horizontal plate, filter The first floor composed of horizontal and vertical plate plate symmetrical side of the first set in the filter, filter them by the side of the first formation of a number of strip-joints; par for the hollow tubular filter, filter and the filter rod first floor Phase grounding Department of thread, filter and the filter head-intracavity Intracavity the same, in the filter at a lower open air intake and intake slit, the filter is not closed at the bottom of the same with the outside world.

该长柄滤头由滤头和滤杆组成，整体注塑而成，其主要特点是滤头为中空圆台体形，由滤头顶部、条形孔缝、竖向导流板、横向导流板、滤头底板组成，竖向导流板和横向导流板对称设置在滤头侧面，并由它们在滤头侧面形成若干条形孔缝；滤杆为中空管状，滤杆上与滤头底板相接处有外螺纹，滤杆内腔与滤头内腔相通，滤杆中下部开有进气孔和进气缝，滤杆底部不封闭与外界相通。

Choosing displacement of each layer regard as generalized coordinates of the system, Lagrang＇ s equations of the system are established.

结果表明：系统具有一个共振频率，容器的底部以这个频率竖向振动时，各粉末层的加速度达到各自的最大值；当容器的底部以共振频率竖向振动时，各粉末层的加速度是不相同的，当拱所在的那一粉末层有最大的振动加速度时，拱最可能被破碎。

Analysis had been carried out on the models of representative deck thickness and hinge joint depth with centre load and side load applied.

分析结果表明，随着桥面板厚度的增加，板梁挠度及板梁底横向拉应力逐渐减小，铰缝内的横向拉应力和竖向剪应力逐渐减小；随着铰缝深度的加大，各板梁挠度差逐渐减小，板梁底横向拉应力逐渐增大，铰缝内的横向拉应力和竖向剪应力逐渐减小；并且随着桥面板厚度的增加，铰缝深度对板梁桥的刚度及受力性能的影响效果逐渐降低。

Errors should be induced in calculating horizontal seismic inertial force and anti-sliding moment according to vertical slice.

对边坡作用水平加速度时采用竖向条分的不合理性，提出了水平条分和竖向条分联合的方法进行改进。

Aiming at the point of the structure such as vertical discontinuous, local retractile floor, the torsional controlling measures were pointed out to avoid torional failure.

针对框排架竖向布置不连续，局部楼层收进的特点，讨论竖向不规则性对结构抗震性能的影响。

Several mechanic calculation models are built: the horizontal and vertical vibration calculation models consisting the dynamical interaction between ground and structure using Wolf discrete model of toft soil; the horizontal and vertical vibration calculation models without considering the dynamical interaction between ground and structure; the simplified model of isolator table without rubber bearing.

分别建立了以下几种力学计算模型并编制计算程序进行时程分析：利用Wolf的地基土离散模型，建立了包含地基—结构动力相互作用的水平、竖向振动计算模型；不考虑地基—结构动力相互作用的水平、竖向振动计算模型；不考虑橡胶垫支座的减震台简化计算模型。

In this paper,the effect of vertical component of earthquake on the limit ratio of height to width of isolated structure is analyzed, which is the continual work of literature. Meanwhile, some other affecting factors are considered altogether.

在有关文献的基础上，重点分析了竖向地震动对橡胶支座隔震结构的高宽比限值Rh/w的影响，并考虑了场地条件、地震强度、隔震周期等因素和竖向地震动的综合影响。

The control of differential settlement of MSW is the basis of design of middle liner system in the vertical expansion of existing landfill.

老垃圾填埋场竖向扩建时垃圾堆体的不均匀沉降控制是中间防渗衬垫系统设计的基础，正确计算和分析垃圾堆体的不均匀沉降将是老填埋场竖向扩建时成功与否的关键。

With reference to the Shanghai Changjiang River Bridge Project, the three-dimensional finite element model is used to calculate the shear forces of welded studs in anchorage zone of steel and concrete composite pylon of cable-stayed bridge under the action of stay cable forces.

结合上海长江大桥工程，采用空间有限元模型，计算在抖拉索索力作用下钢－混凝土组合索塔锚固区焊钉的剪力，分析焊钉竖向剪力、横向剪力和合剪力分别在索塔竖桥向和横桥向的分布规律。

If you are unfortunate enough to the lovelorn, please tell me, I will help you out, really, please contact me!

如果你不幸失恋了，请告诉我，我会帮助你摆脱困境，真的，请联系我啦！

China's plan to cut energy intensity by 20 percent and pollutant discharges by 10 percent between 2006 and 2010 is a case in point.

中国计划在2006年到2010间降低20%的能源强度和减少10%的主要污染物排放，就是一个这样的例子。