1) simplified & softened truss model
简化的软化桁架模型
2) softened truss model
软化桁架模型
1.
The seismic resistant design method of reinforced concrete beam-column connections based on compression strut and softened truss models;
基于压杆和软化桁架模型的钢砼梁柱节点抗震设计方法
2.
New calculation method of the fixed angle softened truss model;
固定角软化桁架模型的新计算方法
3.
A simplified softened truss model originated from the truss concept and satisfied equilibrium,compatibility,and the constitutive laws of cracked reinforced concrete,is expounded with its transitive path and design procedure.
阐述了简化的软化桁架模型的传力途径、设计步骤。
3) softened-truss model
软化桁架模型
1.
Based on the experiment and the existing softened-truss model,the softened- truss model of shear wall with concealed truss was proposed.
为了改善低剪力墙的抗震能力,提出了内藏桁架混凝土组合低剪力墙,并对其进行了低周反复荷载下的抗震性能试验研究,在试验研究的基础上,结合国内外已有的软化桁架模型理论建立了内藏桁架混凝土组合低剪力墙的软化桁架模型。
4) rotating-angle softened truss model
变角软化桁架模型
1.
Based on the rotating-angle softened truss model theory,a three-dimensional truss model is presented for the analysis of composite steel-concrete beams with open sections under combined bending and torsion.
在钢筋混凝土变角软化桁架模型的基础上,提出了适于分析开口截面钢-混凝土组合梁弯扭性能的三维桁架模型。
2.
The rotating-angle softened truss model underestimated the torsional strength of the test slabs due to the assumption that the shear flow centerline lies in the center of the effective wall thickness.
采用变角软化桁架模型,研究了该类构件抵抗纯扭作用的机理。
3.
The post-cracking torsional rigidity was derived from the rotating-angle softened truss model theory.
混凝土开裂前构件的抗扭刚度按连续均质体受扭导出,采用钢筋混凝土变角软化桁架模型(RA-STM)薄膜元理论推导出构件开裂后的抗扭刚度。
5) space softening truss model
空间软化桁架模型
6) fixed-angle softened truss model
固定角软化桁架模型
1.
Nonlinear analysis of reinforced concrete torsional member based on fixed-angle softened truss model;
基于固定角软化桁架模型的钢筋混凝土纯扭构件非线性分析
补充资料：简化模型
分子式：
CAS号：
性质：指对所建立的机理模型通过细致的分析和简化，所得到的较为简单的模型。简化的方法有：将非线性模型简化为线性模型；将高阶模型简化为低阶模型；将分布参数模型简化为集中参数模型；忽略系统中一些非主要的影响因素，就主要影响因素建立的模型；将时变参数模型简化为非时变参数模型；将一般非线性模型简化为特殊非线性模型，比如双线性模型等。
CAS号：
性质：指对所建立的机理模型通过细致的分析和简化，所得到的较为简单的模型。简化的方法有：将非线性模型简化为线性模型；将高阶模型简化为低阶模型；将分布参数模型简化为集中参数模型；忽略系统中一些非主要的影响因素，就主要影响因素建立的模型；将时变参数模型简化为非时变参数模型；将一般非线性模型简化为特殊非线性模型，比如双线性模型等。
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