最后提出了一个支盘桩承载力计算公式。
A formula to calculate the bearing capacity of the piles with branches and plates is advanced at last.
对于每一种破坏模式，给出了受剪承载力计算公式。
For each failure mode, an explicit formula is derived for the prediction of shear strength.
通过塑性铰理论，推导了加固后梁的承载力计算公式。
The Formula of ultimate flexural capacity is given according to Plastic Principle.
探讨了配筋钢纤维混凝土叠合梁正截面承载力计算公式。
The formulas forcalculating the normal section bearing of steel fiber reinforced concrete composite beams were presented.
规范中承载力计算公式中，注浆量对其的影响考虑不够全面。
Grouting quantity has not been taken into account comprehensively in the formulas of bearing capacity in criterions.
在试验的基础上，给出了角钢混凝土柱正截面承载力计算公式。
Based on the tests, the calculation formula of flexural bearing capacity of the columns is given.
介绍了沉管灌注筒桩的成桩设备、施工工艺和承载力计算公式。
This paper introduces a new type of driventube castinplace pile. Its construction equipment, construction process and bearing capacity were studied.
研究结果说明，需对短桩和长桩分别建立不同的承载力计算公式。
This study indicates that different theoretical formulas should be proposed to calculate the bearing capacity of short and long gravel piles.
钢筋混凝土浅梁和深梁受剪承载力计算公式的衔接一直尚未较好解决。
The linking between formulas of shallow beam and deep beam is a problem that has not been well solved.
在试验的基础上提出了集中荷载作用下轻骨料混凝土梁受剪承载力计算公式的模型。
Based on the experimental results, the calculation formula model of shear capacity of lightweight aggregate concrete beams is put forward.
根据已有的节点试验资料，对国内关于此种节点抗剪承载力计算公式进行分析比较。
According to the existing test data joints, the paper compares several formulas in our country of calculating the shear-carrying capacity on this kind of joints.
该公式计算简便，与试验值吻合较好，并与普通受弯构件受剪承载力计算公式相衔接。
These formulas are easy to use, similar to test results. and join to general members in bending.
根据极限平衡和极限分析方法，建立了软黏土地基土体上海底管道的极限承载力计算公式。
Based on the techniques of limit equilibrium and limit analysis, the formulae are given to calculate the ultimate bearing capacity of offshore pipeline in soft clay.
探讨考虑混凝土、型钢腹板、箍筋共同贡献的SRC柱—钢梁节点极限抗剪承载力计算公式。
An equation to calculate ultimate shear-resistant capacity of SRC column and steel beam joint is discussed.
通过理论分析，得到了一个可以用来指导设计的抗剪承载力计算公式，具有较大的推广价值。
Through theoretical analysis, a shearing capacity formula was advised to guide the design, which has a great promotional value.
根据受拉球节点的破坏机理，提出了受拉球节点的破坏模型，用冲剪法得到其承载力计算公式。
According to the collapse mechanism of the joint in tension, the collapse model was proposed, and the bearing capacity formula of the joint in tension was derived by the punching shear method.
提出抗冲切锚栓和销钉两种新型抗冲切元件，给出配置抗冲切元件时板柱节点的承载力计算公式；
Two component anchor bolt and dowel are Afforded, a formulas to calculate the punching capacity of this slab-column connection with the effect of punching component is given in the article.
小跨高比连梁的受剪承载力计算公式源于试验结果，但试验数据较少，缺乏合理的理论计算模型。
The formula of shear bearing capacity of deep coupling beams originates from test results, however the test data are few and the calculating model isn t very rational.
本文对非均质的一般性地基，给出了满足力与力矩平衡及滑动面上屈服条件的地基承载力计算公式。
This paper gives the calculation formulas of foundation bearing capacity which can meet the balance of force and moment and the yield conditions on sliding plane for common heterogeneous foundation.
文章提出了仅节点区增大截面的加固方法，并建议相应的节点承载力计算公式，最后给出了一个算例。
The paper puts forward the strengthening method of enlarging the joint section, proposes the relative calculating formula of the joint bearing capacity and provides a calculating example.
在考虑应力扩散的影响对抗剪有效作用下，提出了预应力筏板基础边柱合理的抗冲切承载力计算公式。
Compressive stress produced by horizontal prestressing tendons within the raft foundation has much to do with the effective prestress and punching shear capacity.
根据试验结果和新规范受弯构件受剪承载力计算体系，本文提出了迭合受弯构件受剪承载力计算公式。
Based on test results and calculating system of shear strength for members in bending by new code, this paper presents the calculating formulas of shear strength for composite members in bending.
在试验研究的基础上，建立了考虑两阶段受力影响的桥梁加固钢筋混凝土受弯构件斜截面承载力计算公式。
The analysis method and calculation expressions of oblique section consolidation of reinforced concrete bridge are discussed on the basis of test analysis.
最后在试验结果分析的基础上，推导了碳纤维布加固钢筋混凝土双向大偏心受压柱的正截面承载力计算公式。
Finally, analysis of test results on the basis of the derived CFRP reinforced concrete two-way eccentric cross-section bearing capacity of columns is calculated.
在采用合理假定及计算模型的基础上，推导出新型组合梁受弯承载力计算公式，计算结果与试验值比较接近。
The use of reasonable assumptions and calculation model based on the new composite beam is derived bending capacity the calculated and experimental values are close.
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.
这类非均质介质基础的极限承载力计算目前常用的是汉森加权平均法和迈耶霍夫的双层地基承载力计算公式这两种方法。
Up to now, Hansen's method and Meyerof's method for two-layered subsoils are the only two options for estimating the bearing capacity.
本文的成果为合理确定钢筋砼无箍板斜截面抗剪承载力计算公式提供了依据，同时本文给出的分析方法也适用于其它类似的情况。
The results provide scientific basis for defining the formulas of curving section shear-bearing capacity on non-stirrup reinforced concrete slabs. The method is applicable tooth…
本文的成果为合理确定钢筋砼无箍板斜截面抗剪承载力计算公式提供了依据，同时本文给出的分析方法也适用于其它类似的情况。
The results provide scientific basis for defining the formulas of curving section shear-bearing capacity on non-stirrup reinforced concrete slabs. The method is applicable tooth…
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