angle of shearing resistance

The test study of the shear strength of the interface sticked between steel and fiber reinforced plastic in composite guide;

立井复合材料罐道层合面纵向抗剪性能试验研究

The shear strength for partially prestressed concrete with unbonded tendons under fatigue loading;

重复荷载作用下无粘结部分预应力混凝土梁的抗剪强度

To increase the shear strength on lift joints of the high roller compacted concrete dam(RCCD),a kind of construction method is brought forward.

理论分析认为这一施工技术对提高碾压混凝土层缝的抗剪强度效果显著。

Furthermore,this plan is testified to meet the request of bending and shearing.

经过验算,指出此方案各部分均满足抗弯、抗剪等要求。

Study was carried out of the shearing load-bearing capacity of simply supported reinforced concrete beams strengthened with externally bonded aramid fiber reinforced plastic(AFRP) sheets.

本文通过试验研究了芳纶纤维片材对加固钢筋混凝土梁抗剪加固作用,分析了芳纶纤维薄板加固后梁的抗剪破坏特征和影响芳纶纤维薄板受剪加固效果的因素。

Various parameters and relation between cap height and the reinforcement are oftained from calculation and analysis of cap punching resistance, shearing and bending resistance with 3-9 piles under the cap.

对承台下布置３ ～９ 桩，受柱轴向力作用，抗冲切、抗剪、抗弯承载力计算分析，得出设计的各项参数与承台高度、配筋之间的影响关系。

Application of steel tube shear pile in right foreshore slope rehabilitation at Dongfeng dam;

钢管抗剪桩在东风水电站右岸坝前边坡的首次应用

Experimental study on shear strengthening of RC beams with GFRP sheets;

玻璃纤维片材用于加固钢筋混凝土梁抗剪试验研究

Analysis of the influence factors and experiment results on RC beams strengthed with FRP in shear;

纤维材料抗剪加固钢筋混凝土梁的影响因素与试验结果分折

Improving the design method on diaposting the bent-up bars for inclined-section s shear resistance;

对配置弯起钢筋用于斜截面抗剪设计方法的探讨

The experimental study on the shear resistance performance for 58 concrete filled steel tube specimens was made in the lab of China Academy of Building Research.

在建研院实验室进行了58个钢管混凝土抗剪试件的试验研究, 试验考虑了剪跨比、轴压力、套箍指标等多种参数的影响, 剪跨比分别为1。

In this paper, by considering the mechanics of materials and the design theory of the steel concrete structure, a revised design theory of bending resistance and shear resistance for the concrete structure reinforced with GFRP was proposed, with the assumption that the concrete was firstly damaged and a modification factor was introduced.

从材料力学和钢筋混凝土结构的设计理论出发 ,假设混凝土先受压破坏 ,引入修正系数 ,得到了修正后的玻璃纤维筋混凝土构件抗弯、抗剪设计理论 ,由此考察了玻璃纤维筋混凝土构件的脆性破坏机理和特性 。

Back-analysis of indexes of shearing strength of slip zone with multi-sections;

多剖面反算滑带土抗剪强度指标的研究

Study of shearing strength of R.C. continuous beams;

钢筋混凝土连续梁抗剪强度研究

Study of shearing strength of P.C. continuous beams;

预应力混凝土连续梁抗剪强度研究