分析了型钢轴压构件在试算法中的运用。
Trial method of shaped steel axial compression members is analyzed in this paper.
轴压至小于0.15毫米厚的铝片或铝卷。
Aluminium sheet or coil rolled to a thickness of less than 0.15mm.
给出了分体柱轴压比、剪跨比等概念参数的定义。
The definitions of parameters of axial compression ratio and shear span ratio of split columns were given.
本文叙述了页岩岩块在单轴压应力下的实验结果。
In this paper, an experiment of uniaxial compression of shale performed with some simple devices has been described.
本文给出了轴压加筋板局部屈曲应力的有限元分析。
A finite element analysis is presented for predicting local buckling stresses in stiffened plates under axial compression.
钢管混凝土柱的受剪承载力与轴压比、剪跨比有关。
The shear strength of CFST columns was correlated to the axial force ratio and the shear-span ratio.
试件参数包括钢管壁厚、混凝土强度、剪跨比和轴压比。
Wall thickness of steel tube, concrete strength, shear-span ratio and axial force ratio were considered as test parameters.
用试验与数值计算方法研究了普通方钢管混凝土柱的轴压承载能力。
The enhancement of the axial bearing capacity of ordinary square concrete-filled steel tubes was investigated experimentally and numerically.
本文报导了24个高配筋率的方格网套箍混凝土柱体轴压试验结果。
This paper presents the test results of 24 axially-loaded confined concrete stub columns with net reinforcement of high steel ratio.
某工程受横向荷载和轴压共同作用的楼面梁因施工缺陷发生初始挠曲。
Initial deflection of the floor beam of a project by lateral loads and co-axial role occurs because of the construction defects.
在阶跃轴压载荷情况下，动力载荷可能激发比静力载荷更高阶的屈曲模态。
Under the axial step load case, dynamic load tends to inspire a higher order buckling mode .
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。
In this paper, a theoretical study for the local buckling of the concrete filled rectangular steel tube subjected to axis force is presented.
目的研究FRP管高强混凝土轴压柱的受力性能，以利于实际工程的设计。
To investigate the mechanical behaviors of FRP tube filled with high-strength concrete subjected to axial loading is convenient for use.
本文用有限元法计算了受轴压、外压、以及轴压和外压联合作用下的大开。
The stability of a large opening composites conic shell stiffened with nettings under axial compression, external pressure and their combination is calculated in this paper.
以相对偏心距和轴压比为主要研究参数分析了其对两种构件性能的不同影响。
The influences of the relative eccentricity and axial compressive ratio on seismic performance of the two type members are also analyzed.
模拟结果显示：无论是单轴压应力还是双轴张应力，都使得空穴迁移率增大。
The simulation results show that both uniaxial compression and biaxial tension can enhance the hole mobility.
本文利用数值方法系统研究了开有矩形孔的薄壁圆柱壳在轴压作用下的稳定性能。
Numerical methods are adopted in this thesis to investigate the stability behavior of thin cylindrical shells with rectangular openings subject to axial compression.
研究结果表明，适当增加约束区约束钢筋的配筋率可以提高剪力墙的轴压比限值。
The results show that increasing the boundary confinement ratio of the walls can raise allowable axial load ratio.
为了建立钢管混凝土叠合柱的轴压计算公式，进行了18个叠合柱试件的轴压试验。
In order to establish the axial compressive strength formula for CFST composite columns, axial compressive loading tests of 18 specimens have been carried out.
试验结果表明CMMR可以明显地提高混凝土轴压构件的工作性能以及极限承载力。
The result indicates that CMMR can increase the working performance and ultimate load carrying capacity of axial compressed RC members greatly.
承受高轴压、内压作用的网格圆柱壳箱体，是构成导弹和运载火箭的主要组成部分。
Subjected to high axial compressive load and internal pressure, the stiffened waffle cylindrical tankage forms part of the primary structure of missiles and launch vehicles.
根据异形柱的受力特点，论述了在设计时应注意轴压比控制和构造措施等方面的要求。
Based on its stress characteristics, the author introduces points for attention in design such as control of axial compression ratio and structural measure.
其次，讨论了典型的轴对称形式的初始几何缺陷对复合材料圆柱壳轴压稳定性的影响。
Secondly, the influence of typical axisymmetrical initial geometrical imperfections on the stability of composite cylindrical shells under axial compression is discussed.
导出了钢管混凝土柱弹性本构方程、组合轴压弹性模量和组合轴压刚度的理论计算公式。
The elastic constitutive equations, the composite elastic modulus and the composite axial compression stiffness of CFST are derived.
通过对钢-高性能混凝土组合桥塔节段进行轴压承载力试验，研究了组合桥塔的受力特性。
An axial compression test was carried out on a steel-high performance concrete composite bridge tower segment in order to study the mechanical behavior of composite bridge towers.
轴压试验表明钢管轻集料混凝土中长柱能提供不低于相同参数的钢管普通混凝土的承载力。
The experiment shown that the bearing capacity of LACFST middle long column would not lower than that of CFST.
研究掺聚醋酸乙烯水泥砂浆的轴拉和轴压应力—应变关系、抗弯性能以及长期粘结抗弯强度。
This paper delivered the relationships of uniaxial tensile and compressive stress with strain and bending properties, and felt-bending strength of cement mortar with polyvinyl acetate (PVAC).
试验中测量了轴压试件的极限荷载、混凝土应变、钢筋应变、钢筋网应变以及复合砂浆应变。
In the experiment the strain of concrete, steel bar, steel mesh, composite mortar and the ultimate load carrying capacity are tested.
试验中测量了轴压试件的极限荷载、混凝土应变、钢筋应变、钢筋网应变以及复合砂浆应变。
In the experiment the strain of concrete, steel bar, steel mesh, composite mortar and the ultimate load carrying capacity are tested.
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