the formula for calculating the load bearing capacities of slender columns and the eccentrically loaded columns are presented.
最后给出了钢管超高强混凝土长柱和偏压柱承载能力计算公式。
according to the test data of more than 100 short and long columns and 70 eccentrically loaded tension members, some coefficients in the proposed formulas were modified slightly.
最近恨据国内后来陆续进行的100多根短柱和长柱,以及70根偏心受拉构件的试验资料,对原建议公式中的某些系数略作了调整。
in this paper, the developing process of deformation and stress in eccentrically loaded reinforced concrete columns under sustained load is described.
本文对长期荷载作用下钢筋混凝土偏心受压柱的内力和变形进行了试验和理论研究。
analysis has been conducted on the change of bearing capacity of the axially loaded and eccentrically loaded columns with ages.
分析了轴压和偏压构件随龄期增长的承载力的变化;
based on the experimental study, a fiber material model of stress-strain relation of eccentrically loaded cfst column was proposed.
在钢管混凝土偏压构件试验研究的基础上,提出了钢管混凝土应力-应变关系的纤维单元模型;
in this paper, through the test and study of 18 eccentrically loaded concrete filled square steel tubular stub columns, the mechanical and deformative behaviour of these members were analyzed.
本文通过对18根方钢管砼偏压短柱的试验研究,分析了短柱在偏心荷载下的受力性能。
eccentrically loaded concrete filled steel tubular(cfst) laced columns were tested with slenderness ratio as main experimental parameter.
进行了钢管混凝土格构柱偏心受压试验,试验参数为长细比。
this paper suggests a calculation formula for eccentrically loaded brickwork or column with biaxial bending in terms of ultimate strength design method.
本文按照极限状态的设计方法,提出了砌体(柱)在双向偏心压力作用下的计算公式。
in our national design code of reinforced concrete structures tj10-74, there are no recommended methods for computing stiffness and crack of eccentrically loaded members.
我国钢筋混凝土结构设计规范(tj10—74)中未列出偏心受压构件刚度和裂缝的计算方法。
the experimental result has shown that the ultimate bearing capacity and ductility of eccentrically loaded columns have a certain increase when they are strengthened with transverse cfrp.
试验结果表明,碳纤维布横向加固偏压柱时,其承载力和延性均有一定程度的提高;
this finite element method is employed to analyze the behavior of eccentrically loaded cfst columns, taking initial stress degree, slenderness ratio, and eccentric ratio as the parameters.
应用该方法,以长细比、偏心率和初应力度为主要参数对有初应力的钢管混凝土偏压构件进行了受力性能分析。
experiments of dumbbell-shaped cfst columns subjected to concentrically, eccentrically loaded as well as bending moments were carried out. their static behaviors and the ultimate loads were studied.
进行了钢管混凝土哑铃型构件轴压、偏压与受弯构件的试验研究,对其受力性能与极限承载力进行了分析;
mechanical performance of eccentrically loaded steel-framed reinforced high-strength concrete columns is discussed in this paper.
目的研究钢骨高强混凝土柱在竖向偏心载荷作用下的受力性能。
papers about steel tube rpc were written by some scholar to this day, but there are few papers about the research of eccentrically loaded slender column of steel tube rpc.
国内外已有部分学者着手研究钢管rpc柱的受力性能,但迄今为止,有关钢管rpc的偏压长柱受力性能的研究还未见报道。