1) lateral resistance capacity
抗侧承载力
1.
For the factors that influence the lateral resistance capacity and deformation ability of plain abode wall,the orthogonal test method in mathematical statistics theory was used for analyzing the nonlinear static elastic-plastic finite element numerical simulation of plain abode wall.
针对素土土坯墙体的抗侧承载力和变形能力影响因素,采用数理统计理论中的正交试验因素分析方法,对素土坯墙体的静力弹塑性有限元非线性数值模拟计算结果进行了对比分析。
2) horizontal bearing capacity
侧向承载力
1.
A study of horizontal bearing capacity of single pile;
单桩侧向承载力的试验研究
3) Tensile strength
抗拉承载力
1.
In this paper,three group of tests including overlapped jointing,jointing with or without full welding line in the bent arc for 25Ⅱ jointing reinforcement bars were carried out to evaluate the tensile strength of the 25Ⅱ jointing reinforcement bars,according to the data acquired.
完成了包括2 5Ⅱ级钢筋搭接焊、弯折 90°对焊焊缝不填满弯折圆弧处 ,以及弯折 90°对焊焊缝填满弯折圆弧处三种情形对应的三组结构抗拉承载力试验 ,试验数据表明 ,2 5Ⅱ级钢筋搭接焊、弯折 90°对焊焊缝填满弯折圆弧处不会降低2 5Ⅱ级钢筋焊接结构的抗拉承载力 ,弯折 90°对焊焊缝不填满弯折圆弧处将使2 5Ⅱ级钢筋焊接结构抗拉承载力大大降低 ,本文基于大型结构分析软件ANSYS的非线性有限元分析结果亦验证了如上结论。
4) flexural capacity
抗弯承载力
1.
Calculation of flexural capacity for timber beams reinforced with CFRP sheets;
碳纤维布加固木梁正截面抗弯承载力的计算
2.
Calculation of flexural capacity for concrete beams reinforced with prestressed CFRP sheets;
预应力碳纤维布加固混凝土梁的抗弯承载力计算
3.
Research on calculation method of flexural capacity of the hybrid reinforced concrete beams;
混杂配筋混凝土梁抗弯承载力计算方法初探
5) uplift capacity
抗拔承载力
1.
The theories and calculation formul as for the uplift capacity of anchor p lates in sand were reviewed and investigated .
首先回顾了砂土中锚板抗拔承载力理论与公式,然后进行密实度不同的砂土中的模型锚板上拔试验,结合以往的研究成果,阐明了砂土密实度、锚板埋深率、锚板的几何形状和上拔倾斜角度对锚板承载能力的影响,并对锚板极限承载力的计算公式进行了评价。
2.
Design methods based on uplift capacity are evaluated.
介绍了张拉索膜结构抗拔桩基础的侧摩阻力发挥规律和抗拔承载力计算方法 ,对抗拔桩在预应力张拉索膜结构中应用的特殊问题 ,包括风荷载导致的循环荷载效应和锚固桩基础的刚度问题进行了分析 ,并提出了设计建
3.
The results show that the ultimate uplift capacity of pile is affected by pile friction and enlarged base of pile.
当上部结构对抗拔桩桩顶位移比较敏感时,宜采取措施控制桩身变形,而不是单一提高桩的极限抗拔承载力。
6) shear capacity
抗剪承载力
1.
Experimental study on shear capacity of connections between prestressed concrete pipe pile and pile cap;
预应力混凝土管桩与承台结合部抗剪承载力的试验研究
2.
Analysis on the shear capacity of irregularly-shaped steel reinforced concrete columns under cyclic reversed loading;
低周反复荷载作用下型钢混凝土异形柱的抗剪承载力分析
3.
Experimental study on shear capacity of steel-encased lightweight concrete;
钢骨轻骨料混凝土抗剪承载力实验研究
补充资料：侧向极限承载强度
分子式：
CAS号：
性质：用铆钉、螺杆、栓等办法将板材和板材之间搭接，或将板联接于其他部件上时，板材所能承受的最大的平行于板面的载荷除以它们的支撑面积所得的商值，单位MPa。这时，板材穿铆钉(或螺杆等)的孔洞一侧和铆钉柱之间因受局部挤压而发生塑性变形，最后导致板材被拉断。极限承载强度也称侧向极限承载强度。对该值的了解有助于选择铆钉直径和铆钉孔的布置，以利于整体工作强度。
CAS号：
性质：用铆钉、螺杆、栓等办法将板材和板材之间搭接，或将板联接于其他部件上时，板材所能承受的最大的平行于板面的载荷除以它们的支撑面积所得的商值，单位MPa。这时，板材穿铆钉(或螺杆等)的孔洞一侧和铆钉柱之间因受局部挤压而发生塑性变形，最后导致板材被拉断。极限承载强度也称侧向极限承载强度。对该值的了解有助于选择铆钉直径和铆钉孔的布置，以利于整体工作强度。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条