Local buckling of continuous composite beams with non compact section is investigated.
研究了负弯矩区截面未完全塑性时出现局部失稳的连续组合梁的稳定。
Local buckling at upper flange slab of cable bridge is one of the principal damage forms.
电缆桥架的上翼缘局部屈曲是其破坏的主要形式之一。
This paper deals with the local buckling of beam-column with partial yielding of its section.
本文对截面部分进入塑性的钢偏压杆腹板的屈曲进行了研究。
A finite element analysis is presented for predicting local buckling stresses in stiffened plates under axial compression.
本文给出了轴压加筋板局部屈曲应力的有限元分析。
The concept of the buckling-strength coefficient to determine whether the local buckling occurs in the member is put forward.
为方便判断构件是否发生局部屈曲，提出了屈强系数的概念。
The stress, displacement, member size, local buckling and system buckling constraints of the structure are taken into account.
约束有应力、变位、杆件局部稳定、刚度及结构系统稳定。
For the local buckling failure of brace tube in tubular K-joint experiment, the concept and principle of welding thermo-harm is presented.
针对相贯节点试验中支管屈曲的破坏形式，提出了焊接热损伤的概念和机理。
We present an improved genetic algorithm(GA) for topology optimization of a truss with discrete sizing and under local buckling constraints.
采用改进的遗传算法，求解了具有屈曲约束，尤其截面积是离散型的桁架拓扑优化。
In this paper, a theoretical study for the local buckling of the concrete filled rectangular steel tube subjected to axis force is presented.
本文对矩形钢管混凝土轴压柱钢管壁的局部屈曲性能进行了理论分析研究。
A space displacement field considering the deck local buckling for the plate - truss composite is constructed by using transverse finite stripe.
用有限个横向条带法构造了板桁组合结构极段考虑局部屈曲的空间位移模式。
It is shown by the result that the ability of steel plate to resist local buckling is improved remarkably due to the existence of core concrete.
结果表明，核心混凝土的存在大大提高了钢管管壁抵抗局部屈曲的能力。
The modes of local buckling and general failure for honeycomb sandwich plates under pure bending loads are studied through four-point bending tests.
本文通过四点弯曲试验研究了含脱层的蜂窝夹芯板在纯弯载荷作用下的局部屈曲模式和破坏模式，指出局部屈曲模式是跳跃失稳模式。
However, the thin-walled steel tubes are prone to local buckling under axial pressure, especially for the square and rectangular cross-section shape.
但是薄壁钢管在轴向荷载下容易发生局部屈曲，尤其是截面形状为方形或矩形时。
A rational evaluation ductility method for thin-walled steel structure is required to account for local buckling and to be convenient for practical use.
对薄壁钢结构抗震能力的合理评估需要考虑局部压屈和便于实际工程应用。
Considering the membrane effect of plates, the design of profiled steel sheets allows local buckling of plates, and can utilize post - buckling strength.
由于板件的薄膜效应，压型钢板的设计不仅答应板件出现局部屈曲，而且还可以利用屈曲后强度。
The experiment result showed most of the small slenderness members were controlled by local buckling, and the large ones were controlled by overall buckling.
试验表明，小长细比试件局部屈曲失稳起控制作用，大长细比试件整体失稳起控制作用。
The steel tube can be fully tapped to improve the seismic performance due to the core concrete to avoid or delay the occurrence of local buckling of steel tube.
同时，由于核心混凝土的存在可以避免或延缓钢管发生局部屈曲，从而保证钢管性能得以充分发挥，提高了抗震性能。
Allowed the local buckling of elements and made use of the post-buckling strength, the effective width method is often used to calculate the load-carrying capacity.
为了用料经济，允许板件产生局部失稳，其承载能力以利用板的屈曲后强度为特点的“有效宽度”方法来计算。
This paper emphasizes the interaction of plate local buckling, the calculation of section distortional buckling stresses and the interaction of three buckling modes.
本文着重介绍板件的相关屈曲和计算截面畸变屈曲应力的方法并阐述了三种屈曲模式之间的相关关系。
The local buckling of web plates in I-girders under wheel loading has been rarely investigated, due to the unknown distribution of bearing stresses in the web plates.
目前，吊车轮压荷载作用下工字梁腹板的局部屈曲鲜有研究，这主要是由于无法得到轮压荷载作用下承压应力在腹板内的分布规律。
It is verified that the m - hysteresis loops of CFST bending members are similarly with that for steel members without local buckling. It has good aseismic behaviors.
钢管混凝土受弯构件的滞回曲线和不发生局部失稳的钢构件相同，具有良好的抗震性能。
It is found that the critical local buckling stress and diameter to thickness ratio of circular steel tube are considerably increased by the support of filled concrete.
由于内部混凝土的存在，大大提高了薄壁钢管的临界屈曲应力和径厚比。
The failure of directly buried heat-supply pipeline is discussed, and the design essentials are put forward in accordance with local buckling and ovalization deformation.
探讨了直埋供热管道的失效，针对局部失稳和椭圆化变形，提出了设计要点。
In this paper, a theoretical analysis for the local buckling of the flange plate of the partially encased concrete columns subjected to H-shape steel axis force was presented.
对部分包裹混凝土的H型钢轴压柱翼缘板的局部屈曲性能进行了理论分析。
The research of local buckling occurred in coped beam is still rare. Besides the coped size and other relative parameters have a large influence on buckling load of steel beam.
关于切口钢梁的局部屈曲研究目前还相对较少，切口尺寸以及其他相关参数在很大程度影响钢梁的屈曲荷载。
The major purpose of the paper was to investigate the resistance capability of plates to local buckling in concrete filled steel tube by elastic buckling analysis of steel plates.
通过对钢管混凝土中外包钢管板件的屈曲弹性分析，目的在于研究钢管内填混凝土后钢板件的抗屈曲能力。
To determine precisely the bearing capacity of the Q460 single equal-angle steel strut, the local buckling caused by the overrun of width-thickness ratio should be correctly analyzed.
为准确确定Q 460等边单角钢压杆的极限承载力，需正确分析板件宽厚比超限引起的局部屈曲的影响。
Based on the simulating result of FEM numerical experiment, this paper investigates the effect of local buckling on the hysteretic behavior of tubular columns under cyclic unaxial load.
之后讨论了在这个模型下多点实时通信的性能，着重分析了不同调度方式和不同网络负荷对实时数据的时延影响。
Based on the simulating result of FEM numerical experiment, this paper investigates the effect of local buckling on the hysteretic behavior of tubular columns under cyclic unaxial load.
之后讨论了在这个模型下多点实时通信的性能，着重分析了不同调度方式和不同网络负荷对实时数据的时延影响。
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