承载力

客运专线中V型刚构拱桥极限承载力研究

Research into ultimate bearing capacity of V-type rigid-frame arch bridge in passenger special line

运用Excel软件，高效解决了混凝土结构计算中较复杂的圆形截面偏压构件的承载力计算问题。

The actual bearing capacity of eccentrically loaded members with complex circular sections in concrete structural calculation can be solved effectively using Excel software .

平面K型圆钢管搭接节点有限元参数分析与极限承载力计算公式

Parametric analysis and design equation of ultimate capacity for unstiffened , overlapped CHS K-joints

由于误把残积粉质粘土当作残积粘土持力层，使得B幢已浇灌好的人工挖孔灌注桩无法达到设计的承载力要求。

Some hand dig hole pile can 't meet demands designed because of regarding residual silty clay as residual clay .

用外包钢筋混凝土方法加固RC轴心受压柱的承载力计算

Calculation of load carrying capacity of axially compressive RC columns strengthened with enclosed reinforced concrete

预应力CFRP布加固钢筋混凝土梁破坏模式及承载力分析

Analysis of the Failure Models and Carrying Capacity of Reinforced Concrete Beams Prestressed CFRP Sheets

结果表明：PBL键承载力大、延性好；

The conclusions show that PBL has great bearing capacity and good ductility ;

TX型圆管相贯节点空间作用下的极限承载力分析

Ultimate capacity of circular tubular TX - Joints under multiplanar loads

阐述CM桩复合地基的设计思想，介绍了CM桩复合地基的承载力计算方法及其在工程中的应用。

The paper explains the design concept of CM pile composite foundation , introduces computation method for bearing capacity of CM pile and its practical application .

长螺旋钻孔管内泵压CFG桩承载力性状的对比试验分析

Testing Contrast Analysis on the Bearing Behavior of Pressure Pumped CFG Pile Using Continuous Flight Augers Drilling

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 "

对于具有相同钢管约束效应系数的试件，承载力提高率随着纵向CFRP层数的增大而增大。

The load bearing capacity enhancement ratio increases as the longitudinal CFRP layer increase for members with the same steel tube confinement factor .

分析了FRP的厚度和间距等对承载力与界面约束应力的影响。

The effects on the strength of the columns with confinement stresses are studied when the thickness and the spacing of FRP straps are changed .

通过对节点破坏模式和极限承载力的分析，研究了几何参数（β、g）、支杆作用位置和空间作用对节点极限承载力的影响。

The effect of geometric parameters (β、 g ), branch position and multi planar action on the limit capacity of RHS KK joints was studied by analyzing the failure modes and limit capacity of the joints .

同时运用动力学突加荷载的原理，推导分析了预应力钢绞线式（钢棒连接式）落梁防止装置设计承载力的计算方法和设计伸长量SF的取值；

At the same time the dynamics is adopted to put forward the design method of the carrying capacity and the lengthen of prestress wire ( steel bar ) falling-off prevention structures of highway bridges .

双曲线法能够比较好地预测P-s曲线为缓变型的桩基的极限承载力。

Hyperbola method can be used to predict the ultimate bearing capacity of pile , of which P-s curve is an adjustment curve .

文章将复合地基承载力计算值与载荷试验承载力值进行了对比分析，经F判别，二者值相差很小，完全可满足工程需要。

Comparative analysis is made of the calculated value of composite foundation bearing capacity and the big area load test bearing capacity value . F criterion shows that the difference between the two values is very small , and it can satisfy the engineering demand .

将该方法应用于工业SO2污染控制研究。案例研究表明，某镇建筑陶瓷业造成的SO2污染压力分布与承载力分布状况非常不均衡，导致该镇SO2年均浓度超过国家环境空气质量二级标准。

The method was applied to analyze industrial sulfur dioxide pollution control methods in a town in southern China where the local annual average concentration of SO__2 exceeds the second level of the national ambient air quality standard .

结果表明，用AFRP加固技术可以提高钢筋混凝土梁斜截面抗剪承载力，还可以改善构件的变形能力，增加构件的延性。

The results show that the reinforcing technology with AFRP is helpful to the enhancement of the shear strength of the declining cross section of RC beams .

通过改变加固钢筋的直径、数量及强度等级，研究了本加固法对二次受力的RC梁的极限承载力，破坏形态，截面刚度及裂缝分布等的影响。

Through changing the diameter , number and intension grade of reinforcing steel bar , the effect of the strengthening measure on the ultimate load is tested on secondary load 's RC beams , mode of failure , section stiffness and fissure distribution .

以具体的涵基处理工程为例，介绍了CFG桩处理不良地基的施工方法，并对其施工质量控制措施及施工检测验收作了阐述，以提高地基承载力。

Combined with concrete project of culvert foundation treatment , it introduces constructive method of CFG pile treating bad foundation and illustrates its control measures of constructive quality & checkup of constructive test so as to increase bearing force of foundation .

阐述了DDC灰土桩在湿陷性黄土地基处理工程中的应用，介绍了其设计施工、质量检测，有效地消除了黄土的湿陷性，提高了地基的承载力，取得了良好的施工效果。

It represents the application of DDC lime-soil pile in the foundation management of collapsibility loess , introduces the design construction , quality detection , eliminating the collapsibility loess effectively , increases the bearing of foundation and gets the good construction effect .

结合随机场理论和误差传递原理求得了利用CPT确定桩基竖向抗压承载力统计特性的理论公式。

Based on the random field theory , the authors deduced the statistic features of the parameters , fi and Psb , to determine the vertical bearing capacity of pile by using the error propagation theory , and obtained the theoretical formula accordingly .

其次，根据JTG／D62-2004规范中构件截面承载力计算公式构造出考虑耐久性损伤的截面抗力概率模型。

Secondly , section resistance probability models based on durability damage are deduced according to the members bearing capacity calculation formula in the JTG / D62-2004 specification .

进一步将HFRP技术用于加固混凝土方柱，HFRP、CFRP和GFRP加固柱对比实验研究结果表明，在保证提高承载力的前提下，HFRP加固柱具有更大的变形能力和更低的成本，加固效率高。

Further , HFRP strengthening technology was used to strengthen concrete square column s. The result of comparison test showed that , with a same degree of increased load carrying capacity , HFRP strengthening square column have larger deformation capacity and lower cost than CFRP strengthening square column .

结果表明，在充填混凝土中配置钢筋可以有效地抑制弹性区域初期阶段弯曲裂缝的产生，并防止塑性区域贯通截面的弯剪破坏，大幅度改善了RCFT梁的弯曲承载力和延性等力学性能。

According to the experimental results , it is understood that placing steel bar in filled concrete will effectively restrain the generation of bending cracks in elastic region , avoid the shear failure of filled concrete , and improve the bending bearing capacity and ductility of RCFT beams .

连续框支墙梁竖向荷载作用下正载面抗弯承载力分析

Study on calculation for frame-supported continuous masonry wall under vertical load

低应变动测承载力的机理与方法

Mechanism and Method of Low Strain Dynamic Testing of Foundation Pile

环形截面偏压构件非均匀配筋承载力计算

Calculation of eccentric compression member with ring section in non-uniform reinforcement

承载力：从静态到动态的转变

Carrying capacity : a transformation from the static to the dynamic