架柱 meaning in Chinese
trestle type column
Examples
- Some considerations about factor determination in length calculation of the steel rigid frame column
钢刚架柱计算长度系数取值的几个问题 - The research of tension problem of column roots in tapered portal frames with simple column bases
简易柱脚变截面门式刚架柱根强度问题的研究 - While many theories concerning damage forecasting were put foreword , a different model of damage forecasting based on fuzzy probability will be presented in this paper . and it is reasonable to describe a variable like weight coefficient with fuzzy theory . in the end , the validity of the model is demonstrated well in the applications of one - storied brick bent frame column factories , one - storied reinforced concrete column factories , multistory masonry buildings
国内外不少专家学者或研究单位先后提出了各种震害预测方法，本文在此基础上，利用模糊理论，提出了模糊概率的震害预测模型，其模型能够把两类不确定性(一类是随机上的，另一类是模糊上的)有机结合起来，而且对于权重这样一个充满着模糊性的变量，用模糊语言来处理是非常合理的；并应用于对单层砖排架柱厂房、单层钢筋混凝土柱厂房以及多层砖房的震害预测，实践证明此方法是比较精确的。 - Steel structure of light - weight buildings with gabled frames is a widely used steel structural style in china at present . this paper starts with the deficiency of the specificaion in calculating the effective length factors of gable portal frames . when the gable portal frame subjected to the vertical uniform loading , it conducts the arch effect ? 1 . rafter axial force is large when the slope of rafter is big
门式刚架轻型房屋钢结构体系是目前广泛应用的一种结构形式,本文从规范中门式刚架柱的计算长度系数取值的不足出发,针对山形门式刚架在竖向均布荷载作用下产生的拱效应? ? 1 、斜梁倾角较大时产生较大的梁内轴力; 2 、产生跨变效应; 3 、高跨比较小的山形门式刚架会发生跃越失稳,采用整体分析的方法对山形门式刚架的稳定进行了分析。 - A 1 / 7 - scale model of three - bay , three - span frame - bent r . c . structure is the first and the largest size in the same testing field in china by now . following studies are chiefly conducted in this chapter : the mechanism behavior of the structure under horizontal earthquake load , including the characteristics of seismic force , the deformed performance , yielding sequence , energy dissipation capacity etc . ; the changing rule of the dynamic characteristics and the stiff degrading in different experimental stages ; the location of the weak stories and the seismic capacity of the structure
在试验中主要研究了以下内容：在水平力作用下框排架结构的整体变形能力以及各层的层间变形的大小；框排架结构在不同阶段的动力变化规律；框排架柱的变形和承载能力；错层对结构性能的影响、模型结构裂缝开展过程及塑性铰形成的先后顺序、不同阶段该结构的刚度退化规律及滞回耗能特性等。