变角软化桁架模型,rotating-angle softened truss model
1)rotating-angle softened truss model变角软化桁架模型
1.Based on therotating-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.Therotating-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 therotating-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。
2)fixed-angle softened truss model固定角软化桁架模型
1.Nonlinear analysis of reinforced concrete torsional member based onfixed-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
3)rotating angle softened truss model转动角软化桁架模型
1.New solution method on steel reinforced concreterotating angle softened truss model;钢筋混凝土转动角软化桁架模型的新解法
4)rotating angle-softened truss model (RA-STM)转角软化桁架模型
英文短句/例句
PARATIVE STUDY OF ROTATING ANGLE-SOFTENED TRUSS MODEL AND MODIFIED COMPRESSION FIELD THEORY转角软化桁架模型与修正压力场理论的比较研究
2.The Study of Space Truss Model Design Method of Pile Caps独立承台空间桁架模型设计方法研究
3.Heoretical Analysis of Frame-supported Shear Wall Equivalent Truss Model (ETM);框支剪力墙等效桁架模型（ETM）理论分析
4.MODEL TEST STUDY OF CRACK IDENTIFICATION ON STEEL TRUSS BRIDGE钢桁架桥梁裂纹识别的模型试验研究
5.Design and Construction of Rib Formwork System with Steel Truss钢筋桁架肋型模板体系的设计与施工
6.Modeling、Analysis and Optimization for Shape Control of the Intelligent Truss;智能桁架形状控制建模、优化与分析
7.Design and Optimum Analysis of H-section Steel Truss Structure;H型钢桁架结构设计计算及优化分析
8.OPTIMAL DESIGN FOR THE STRUCTURAL PARAMETER IN SHAPE STEEL TRUSS WITH PARALLEL CHORD平行弦型钢桁架结构参数的优化设计
9.Topology Optimization of Truss-Like Continuum Structures by Triangle Elements用三角形单元建立拓扑优化类桁架连续体
10.triangular truss gantry crane三角形桁架龙门起重机
11.Research on the Plane Equivalent Truss Model Based on the Finite Element Method;基于有限元法的平面等效桁架模型的理论研究
12.Research on the Equivalent Truss Model of Reinforced Concrete Structure钢筋混凝土结构等效桁架模型理论研究
13.A Study on Design Method of Full Bridge Aeroelastic Model of Suspension Bridge with Truss桁架悬索桥全桥气弹模型设计方法研究
14.Axial Force Calculation Model of Circular Hollow Steel Member in Truss with Overlapped Unstiffened Joints搭接节点圆钢管桁架结构轴力计算模型
15.Sections Optimization Design of Truss Structure Based on Life Cycle Model and Improved Immune Genetic Algorithm;基于生命周期优化模型和改进的免疫遗传算法的桁架结构截面优化设计
16.Continuum Modeling and Static Analysis of Beam-Like Lattice Trusses梁式格栅桁架连续化模拟及有限元静力分析
17.Research on Type-selection Optimization for Truss Structures Based on Expert System;基于专家系统的桁架结构选型优化研究
18.Optimum Design and Research on the Steel Structure for the Large Double Girders Truss Crane大型双梁桁架门式起重机结构设计及优化研究
相关短句/例句
fixed-angle softened truss model固定角软化桁架模型
1.Nonlinear analysis of reinforced concrete torsional member based onfixed-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
3)rotating angle softened truss model转动角软化桁架模型
1.New solution method on steel reinforced concreterotating angle softened truss model;钢筋混凝土转动角软化桁架模型的新解法
4)rotating angle-softened truss model (RA-STM)转角软化桁架模型
5)the theory of space truss with variable angle变角桁架模型
6)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 andsoftened 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 anglesoftened truss model;固定角软化桁架模型的新计算方法
3.A simplifiedsoftened 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。
延伸阅读
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。
