竖向荷载增大，则位移延性比减小，反之则增大。
With vertical load increasing, ductility ratio decreases, on the contrary, it increases.
讨论了高层建筑结构竖向荷载对水平振动的影响。
The effects of vertical loads on horizontal vibration have been discussed.
由于板跨较大，竖向荷载使梁截面承受的扭矩较大。
Due to the large span of the floor slab, the moment torsion of the beam, under the vertical load, is obvious.
结果表明，在该组合墙体中，由轻钢承受竖向荷载。
The results show that the light steel to withstand vertical loads by combination wall.
桥梁工程中基桩经常承受竖向荷载及水平荷载的复合作用。
The bridge piles are often loaded by the composite effects of vertical and horizontal loads.
承重砌体230毫米厚的被用来作为竖向荷载抵制结构体系。
Load bearing brickwork 230-mm thick was used as the vertical load resisting structural system.
本文主要研究了竖向荷载下半刚性连接钢框架的内力计算方法。
In this page, two practical methods suitable for design of semi-rigid steel frames under vertical loads are introduced.
本文提出计算竖向荷载作用下横向铰接板的有限条传递矩阵法。
In this paper the Finite Strip-Transfer Matrix Method has been used to analyse the transversely hinged plates subjected to vertical loads.
计算了单层单跨框架在竖向荷载下弯矩系数和连接刚度系数的函数公式。
The formulas of moment coefficient and connective stiffness coefficient single with the single span-layer frame under vertical loads are presented.
在初始水平力作用下，计算两种结构形式在竖向荷载作用时的轴向承载力。
Axial capacity value of two kinds of structure are calculated with the vertical load as the function of initial shear force.
给出了两种连体结构在风荷载和竖向荷载作用下的位移、内力的分布规律；
On the influence of the two types of loads, distributing pattern of displacement and internal force is given out.
论文将就竖向荷载与温度荷载作用下，该类曲线梁桥的稳定性能进行研究分析。
Paper researches and analyses the stability performances of curved girder bridge under vertical load and temperature load.
其竖向荷载主要依靠桩侧摩阻力进行传递，桩侧摩阻力的发挥存在最佳深度范围。
The vertical load transmission mostly depends on the side friction of pile, and there is an optimal range of depth for side friction.
采用有限元法对冷弯薄壁型钢住宅墙架柱在竖向荷载作用下的承载力进行了分析。
Authors adopted finite element method (FEM) to study the bearing capacity of the studs of cold-formed thin-walled steel residence under vertical load.
本文论述了两跨连续墙梁在均布竖向荷载作用下的受力特性、破坏特征和承载能力。
In this paper the behavior, failure models and ultimate bearing capacity of the two-span continuous wall-beams under the uniformly distributed load is presented.
在水平和竖向荷载的共同作用下，基桩与土体之间的相互作用是一个三维空间的问题。
Under simultaneous horizontal and vertical loading, the pile-soil interaction belongs to a issue of three-dimension.
随后进行了两榀两层配筋砌块砌体剪力墙在不同竖向荷载下的单调加载受剪性能试验。
The monotonic shear testing of two-story model reinforced masonry shear wall in different compressive force was performed.
试验结果表明：结构在竖向荷载作用下横桥向竖向弯曲效应大于纵桥向竖向弯曲效应；
The results of the tests reveal that the effect of the vertical bending transverse to the bridge under the action of vertical loading is greater than that longitudinal to the bridge.
按连续体的方法描述自锚式斜拉-悬索协作体系桥在竖向荷载作用下的结构静力行为。
The static behavior of self-anchored cable-stayed suspension bridge is described with continuum method.
在土质条件较好的情况下竖向荷载对桩顶侧移的有利影响不如土质条件较差时那样明显。
The weaker the soil, the greater the effect of the vertical load on the lateral displacement at the pile top.
在理想线弹性范围内，推导了在竖向荷载作用下单向索-板结构内力计算的解析表达式。
Considered within the framework of the ideal line flexibility, this paper derives the analytical expression of the one-way cable-slab structure's internal force calculation in the vertical load.
通过对挤扩支盘桩的桩身静载试验和测试的结果，分析其在竖向荷载作用下的荷载传递机理。
The mechanism of load transfer on the vertical loading through the analysis of squeezed branch piles' field static loading test is analyzed.
梁、柱开裂荷载在既受水平荷载又受竖向荷载情况下都比相应的只受竖向荷载的情况下要小。
The crack load of the frame applied horizontal load and vertical load is larger than that of the same frame applied vertical load only.
本文采用有限元法对普钢结构与轻钢结构组合的墙体在竖向荷载作用下的承载力进行了分析。
Authors adopted finite element method (FEM) to study the bearing capacity of the the light steel and ordinary steel mixed wall under vertical load.
先施加水平荷载再施加竖向荷载时，竖向荷载不再起到减小水平荷载作用下桩顶侧移的作用。
The vertical load did not help to reduce the lateral displacement at the pile top anymore when it was applied after the lateral load.
钢筋混凝土梁板体系中梁与楼板作为直接承担竖向荷载的构件，彼此之间相互作用，共同工作。
Beam and slab of RC floor system, which bear vertical load directly, act on each other and work together.
工程实例表明，考虑竖向荷载转移时，隔震层的侧移将有所下降，使体系具有自适应保护功能。
The engineering example shows that the horizontal displacement of isolation layer will decrease when the vertical force transfer is considered. The system has self-adjustable function.
接着计算了竖向荷载作用下的结构内力，然后进行了地震，恒荷，活荷作用所得内力的几种组合。
Then the vertical load calculation of internal structure, then the earthquake, constant, live loading income of several combination.
接着计算了竖向荷载作用下的结构内力，然后进行了地震，恒荷，活荷作用所得内力的几种组合。
Then the vertical load calculation of internal structure, then the earthquake, constant, live loading income of several combination.
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