梁肋 meaning in English
beam rib
rib of girder
Examples
- As to the problem of the insufficient concrete strength of slabs and wings , the method of enlarging the thick is employed to deal with
梁肋及翼板砼强度不足问题，采用加厚翼板砼厚度方式解决。 - Based on experience coefficient method , eccentric - pressed method and modified eccentric - pressed method , a new simplified calculation formula of the eccentric - loaded coefficients was presented according to the actual load transverse distribution on the rib
摘要基于经验系数法、偏心压力法以及修正的偏心压力法等几种偏载系数的简化算法，提出了按梁肋实际横向分配系数来计算偏载系数的简化公式。 - Considering the special structure of multi - ribbed slab , founding diphase body mechanical model of compound material , strengthening rib beam and rib pillar by equivalent volume ratio of concrete and slice brick , the paper drew elastic compution constant and shear constant . based on the things , the paper simplified isotropy compution model to wall , gave practical design formula of elastic mold and shear mold , provided necessary parameter for practical design formula of elastic rigidity . finally the calculating results agree well with the text results
结合密肋复合墙板的特殊构造，建立墙板的复合材料二相体力学模型，按照混凝土与砌块体积比不变原则对肋梁肋柱同时加强，得出墙板的弹性计算常数及剪切常数，在此基础上，进一步将墙板简化为各向同性的计算模型，给出墙板弹性模量及剪切模量实用计算公式，为密肋复合墙板的实用弹性刚度计算公式提供必要的参数。 - The research suggests that the failure process of the multi - ribbed composite walls under horizontal seismic loads is : the cracks of the infilled silicate bricks and the cracks of the inner rib beams and rib columns - the cracks of the outer frames ; and that the walls can release energy by stages , showing perfect capacities of energy dissipation and collapse resistance
研究表明：复合墙板在水平地震力作用下，其破坏过程按“填充砌块?肋梁肋柱?外框架”的顺序进行，分级释放能量；试验中墙板大部分发生剪切滑移破坏；墙板的平均抗剪承载力、延性指标、耗能及抗倒塌能力明显优于组合砖墙。 - Based on the numerical simulation and accuracy analysis to previous slab ' s test with the ansys program , the study of composite wall , with various detail design under potential load action respectively or jointly is carried on and the wall ' s atress behavior and failure mode is obtained , also the influence to wall ' s stiffness and bearing capacity by kinds of factors , including wall ' s shear span ratio , member ' s section , bar arrangement , etc . based on the hammer blow test and stiffness test , a 1 / 3 scale ten - bay model ' s modality parameter and elastic deformation characteristic is analyzed
在对密肋复合墙板运用ansys ~ ( ( ? ) )程序进行数值模拟、分析验证的基础上，对典型组合墙体在不同连接构造和不同荷载效应组合作用下的受力形态和破坏模式进行研究；计算分析了复合墙体剪跨比、边框柱截面尺寸、边框柱配筋大小以及墙板内肋梁肋柱配筋等诸多因素对密肋复合墙体承载力及刚度的影响，得出其变化规律。