偏心受压

CFRP筋增强混凝土偏心受压柱受力性能的试验研究

Experimental study of reinforced concrete eccentric compression columns with CFRP tendons

考察Q460高强等边角钢在轴心受压和两端偏心受压下的破坏形态和极限承载力，并且将ANSYS的分析结果和试验结果对比分析。

The failure mode and ultimate bearing capacity under axial compression and eccentric compression are studied . The results of ANSYS are also compared with the test results .

VISUALBASIC程序设计在桥梁结构计算中的运用&圆形截面偏心受压构件强度验算程序

The Application of Visual Basic Programming in the Calculation of the Bridge Design

偏心受压基础底面尺寸简捷计算法偏心受压圆形基础半径R的直接解法

A Method to Direct Calculating the Size of One-dimensional Eccentrically Loaded Circular Foundation

热轧H型钢偏心受压构件在弯矩作用平面内极限承载力的理论与试验研究

The Test and Theory Study in the In-Plane Stability Capacity of Hot-rolled H-section Columns under Eccentric Load

钢筋砼Z形截面偏心受压柱的理论研究

A theoretical research of Z shaped reinforced concrete columns subjected to eccentric loading

应用ANSYS有限元分析软件对砌体偏心受压进行数值模拟。

ANSYS finite element analysis software is used for simulating masonry subjected to eccentric load .

RC环形截面偏心受压构件配筋计算新法

A New Method for the Analysis of Eccentrically Loaded RC Compression Member with Ring Section

钢管RPC短柱偏心受压受力性能试验研究

Research On Behavior Of Rpc Filled Circular Steel Stub Eccentric Columns

对CFRP加固高强混凝土偏心受压柱进行研究。

Mechanical properties of CFRP-strengthened high-strength concrete columns under eccentric compression were studied .

钢筋网水泥复合砂浆加固RC偏心受压柱的试验研究

Experimental investigation into the strengthening of eccentric compression RC column using composite mortar laminate reinforced with mesh reinforcement

但是较为繁琐，需要考虑计算两个正轴（x方向和y方向）方向的单向偏心受压。

But they are more tedious , which need to consider calculating one-way eccentric loading of the two positive shaft ( x and y directions ) direction .

分析对约束混凝土采用了可变约束模型，考虑了偏心受压对FRP管约束作用的影响。

Variable confinement model of concrete is adopted to take account of impact of the load eccentricity on the confinement .

针对这些问题，提出了计算对称配筋小偏心受压构件截面强度的三个方案以及Rw、σg的计算公式。

For these questions , three calculating methods and formulas for calculating R_w 、σ _g are put forward for the symmetrically reinforced concrete short column with small uniaxial eccentricity .

关于偏心受压构件承载力Nu-Mu相关曲线及相关曲面的探讨

Discussion about " The Interaction Curve and Interaction Surface between The Axial Force of Eccentrically Pressed Member and Bending Force Moment "

本文从力的平衡条件出发，建立确定矩形截面钢筋混凝土斜偏心受压构件的二元高次方程组，用Newton法求解该方程组以确定中性轴位置并由此计算混凝土和钢筋的最大应力。

Based on the conditions of the equilibrium of forces and Newton 's method , a method of stress analysis for eccentrically loaded rectangular reinforced concrete short column with biaxial bending is presented .

利用双重非线性壳体有限元方法，对偏心受压钢构件在循环荷载作用下的滞回性能进行了计算机模拟，分析了H形截面偏心受压构件的滞回特性；

Computerized model of hysteretic behavior of the eccentric compressive steel structure members under cyclic loading is carried out based on geometric and material nonlinear finite element method . The hysteretic characteristics of H section eccentric compressive steel structure members are analysed .

根据平截面假定和小偏心受压构件的基本公式，通过对矩形截面非对称配筋承载力的分析计算，给出了ξ与m，n的关系以及计算ξ的线性内插公式。

Based on the plane section assumption and the formulas of compression members with small eccentricity , the interaction diagram of ξ - m , n and the linear interpolation formula of ξ according to the calculation of rectangular section capacity with asymmetrical reinforcement are presented .

采用有限元非线性软件ANSYS对钢骨-方钢管混凝土偏心受压组合短柱进行了非线性全过程分析，对6根柱试验结果与有限元分析结果进行对比，验证了有限元模型的正确性。

Analyze the whole process mechanical behavior of eccentrically-loaded square steel tube short columns filled with steel-reinforced concrete by finite elements software-ANSYS , and design six model to compare with six testing specimens , validate model of finite elements is correct .

利用ANSYS有限元软件完成了多组T形型钢混凝土构件在单向和双向偏心受压下的全过程非线性分析，得到构件的破坏形态、荷载位移曲线、极限应力应变和极限荷载等。

Secondly finished the total evolution nonlinear analysis of several group of T shaped SRC columns under uniaxial and biaxial eccentric loading with ANSYS , and obtained failure feature 、 load-deform curve 、 limit stress and strain 、 limit load and also .

根据分析成果，推导出T形型钢混凝土构件在单向偏心受压下的正截面强度计算公式和双向偏心受压下正截面强度的近似计算方法，与ANSYS计算结果进行的比较，表明其符合程度较好。

Then obtained design formula and approximation design method of cross-section strength of T shaped SRC columns under uniaxial and biaxial eccentric loading . Compared the calculation results using the above design fomula or method with analysis results using ANSYS , the conformity degree is well .

利用ETABS截面设计器对某超高层建筑巨型型钢混凝土柱截面进行了双向偏心受压校核分析。

By using the Section Designer of ETABS , the mechanical behavior of steel reinforced concrete mega-columns with biaxial eccentricity in a super high-rise building was checked .

进行了8个轴心受压或偏心受压矩形钢管混凝土柱，按ISO834和GB/T99781999规定的标准升温曲线升温作用下耐火极限的实验研究。

Eight concrete filled steel rectangular hollow section columns with or without fire protection subjected to axial or eccentric loads under standard fire curve ( ISO 834 and GB / T9978 1999 ) had been experimentally investigated and the results were presented in this paper .

再采用Rayleigh-Ritz能量变分法，分别按照平面裂纹模型和空间裂纹模型计算得到了含裂纹偏心受压柱的弹性挠度的级数解和最大挠度的通用解析解。

Then , the elastic deflection of an eccentric thin-walled column with a model-I crack were calculated by mean of Rayleigh-Ritz energy method , where the plane crack model and spatial crack model where employed respectively .

对偏心受压下，DSTC中FRP管、混凝土和钢管的破坏模式进行探讨。接下来结合纤维单元法和数值积分手段对DSTC构件进行了数值分析。

The failure modes of FRP tube , concrete and steel pipe in DSTC under eccentric compression are also discussed . Next , numerical analysis of DSTC is conducted by the means of fiber element method combined with numerical integration .

根据12片YTONG轻砂加气混凝土砌体试件的偏心受压和轴心受压试验，分析了不同受压状态下YTONG轻砂加气混凝土砌体构件的工作性能、破坏特征；

In this paper , the behavior and the failure characteristics of YTONG aerated concrete block walls subjected to axial and eccentric compression are investigated based on the experiment of12specimens .

小偏心受压组合砖砌体的承载力分析

Bearing Capacity Analysis for Mixed Brick Masonry with Small Eccentric Compression

循环荷载作用下偏心受压构件的滞回性能研究

Hysteretic Characteristics of the Eccentric Compressive Structure Member Under Cyclic Loading

偏心受压构件可靠度分析的极限状态方程

Limit state equation of reliability analysis for compressive members with eccentricity

高强混凝土偏心受压短柱承载力的计算

Calculation of load-bearing capacity of short column of high strength concrete