Then limiting load is decreased . ( 6 ) horizontal load can increase the coefficients of the modulation of moment when value of is little while decrease it when is large ( 6 )在中支座截面相对受压区高度较小时，有水平荷载的框架其弯矩调幅系数要大于只有竖向荷载的框架。
According to the different cases ( general load or seism load ) , the paper discusses the inner forces when the transfer thick slab receives the vertical load and horizontal load 本文针对厚板可能受到的水平荷载和竖向荷载，分别从一般情况和地震作用影响两方面加以论述。
The properties of pile group under vertical load are analyzed by the three - dimensional finite element method . on the condition of this geological property , some main conclusions are obtained 在竖向荷载作用下，荷载在桩间的分配，最终以中心部分桩受到的荷载最大； 2
In this paper , the load behaviour and failure machanism of pile under axial load is analyzed , and the conventional calculation methods with their limitations are summarized 对竖向荷载作用下基桩的受力性状及破坏机理进行了分析，然后介绍了基桩竖向承载力常用计算方法。
It was shown that the position of neutral point of pile shaft varied with the consolidation of surrounding soil and the magnitude of pile - head load 利用该模型分析了大面积堆载下，在桩顶作用大小不同的竖向荷载以及桩侧土达到不同固结度时再施加桩顶荷载情况下，桩身摩阻力的发展变化规律。
Main conclusions as below : 1 . the results demonstrate that the influence on the pier stress induced by transfer beam is confined in the upper layer of the transfer beam under vertical loads 主要得出以下结论: 1 、在竖向荷载作用下,转换梁对墙肢应力的影响仅限于转换梁上一层的范围内。
( 3 ) using yielding line theory , we educed ultimate capacity of slab - column connection which was bend destroy under vertical load , vertical load and unbalanced bend in the text ( 3 )利用屈服线理论,推导出竖向荷载作用下、竖向荷载和不平衡弯矩共同作用下板柱节点发生弯曲破坏时的极限承载力。
In this article the development of the cracks and the moment redistribution are discussed based on the two frames which are loaded vertically and horizontally at the same time 本文针对两榀同时施加有水平荷载和竖向荷载的预应力框架，对其加载过程中的裂缝发展、结构的塑性弯矩重分布进行了探讨和研究。
But few of experiments have been finished about the prestressed concrete frame . and the finished experiments were mainly based on members with the shorten size and the vertical loads 而对于预应力框架，目前国内所做的试验研究还较少，已做过的试验也主要是尺寸较小的模型试验，并基本仅考虑了竖向荷载的作用。
Based on an actual engineering example and ansys numerical analysis , this article studies the characteristics of the rigid composite foundations when the cushions selected 摘要根据工程实例的土质情况建立计算模型，通过ansys三维有限元的数值分析，研究了在竖向荷载作用下，褥垫层厚度、模量对刚性桩复合地基工作特性的影响。
