The effects of vertical loads on horizontal vibration have been discussed.
讨论了高层建筑结构竖向荷载对水平振动的影响。
In this page, two practical methods suitable for design of semi-rigid steel frames under vertical loads are introduced.
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。
At present, The calculation method of continuous board and beam under vertical loads has two methods: elastic method and plastic method.
目前，对钢筋混凝土连续梁板在竖向荷载作用下的计算，常用的有两种方法，即按弹性方法计算和按塑性方法计算。
In this paper the Finite Strip-Transfer Matrix Method has been used to analyse the transversely hinged plates subjected to vertical loads.
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。
The formulas of moment coefficient and connective stiffness coefficient single with the single span-layer frame under vertical loads are presented.
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。
Hand calculation includes substitute rigid frame method under horizontal loads and moment distribution or decomposed storey method under vertical loads.
水平荷载作用下内力的计算用替代刚架法，竖直荷载作用下内力的计算可用弯矩分配法或分层法。
The internal force of the unsymmetrical and symmetrical double-tower connected structures which are effected by wind and vertical loads is analyzed by using ANSYS finite element.
本文运用ANSYS有限元分析软件对不对称双塔连体结构和对称双塔连体结构进行了风荷载和竖向荷载作用下的内力分析。
The three dimensions FEM is used to investigate the displacement and forces of staggered truss with different foundation in elastoplastic ground under horizontal and vertical loads.
利用三维有限元计算弹塑性地基中不同基础在水平力与竖向力作用下交错桁架体系的变形与内力。
Iterative formulas of nodal rotational Angle and lateral deflection of truss panel and fixed-moment in end-fixing Vierendeel truss subjected to vertical loads are presented in this paper.
以位移为未知量，根据平衡条件建立了竖向荷载作用下端部固定的空腹桁架节点转角和节间侧移迭代计算公式与固端弯矩的计算方法。
Iterative formulas of nodal rotational Angle and lateral deflection of truss panel and fixed-moment in end-fixing Vierendeel truss subjected to vertical loads are presented in this paper.
以位移为未知量，根据平衡条件建立了竖向荷载作用下端部固定的空腹桁架节点转角和节间侧移迭代计算公式与固端弯矩的计算方法。
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