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1)  rotating angle-softened truss model (RA-STM)
转角软化桁架模型
2)  rotating angle softened truss model
转动角软化桁架模型
1.
New solution method on steel reinforced concrete rotating angle softened truss model;
钢筋混凝土转动角软化桁架模型的新解法
3)  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。
4)  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
5)  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。
6)  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。
补充资料:角重叠模型
分子式:
CAS号:

性质:处理配位化合物中金属原子与配体成键作用的一种理论。它以分子轨道理论为基础,保留过渡金属的一个d轨道与一个配体的σ或π轨道组合成一个成键分子轨道和一个反键分子轨道。成键分子轨道比原组合轨道能量低,反键分子轨道比原组合轨道能量高,并假设成键分子轨道能量的降低值与反键分子轨道能量的上升值相等。强调成键分子轨道主要由配体轨道组成,反键分子轨道主要由过渡金属的d轨道组成。但它把分子轨道能量参数化,用角重叠参数eσ或eπ描述金属与配体的σ或π缝合的能量变化和稳定化能。对配位化合物的反应活性、磁性、几何构型与dn轨道的关系等得出比较满意的结果。

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