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1)  variable-angle softened space truss theory
软化空间桁架模型
2)  space softening truss model
空间软化桁架模型
3)  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。
4)  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。
5)  space truss model
空间桁架模型
1.
Considering the crimp interchange and tensile effects of fabric in coating process,a space truss model for the tensile performance of coated fabric as architectural membrane material is developed and the effects of fabric extension in coating process are discussed.
针对机织基布涂层前后结构相变化所导致的拉伸力学性能的变化,建立了膜材料拉伸力学的空间桁架模型,旨在讨论涂层过程中织物经向拉伸对膜材料拉伸性能的影响。
2.
To resolve the dissimilarity problem of analysis model in flexure-predominant and torsion-predominant reinforced concrete members,an improved space truss model was established.
为了解决以扭为主和以弯为主的钢筋混凝土弯扭构件的分析模型不统一问题,建立了改进的空间桁架模型。
3.
The space truss model is a typical achievement.
随着对承台研究的深入,国内外学者发现对于比较厚的承台,用传统的设计方法存在较多的不足,因而提出了多种承台传力模型,其中以空间桁架模型最具代表性。
6)  spatial truss model
空间桁架模型
1.
Taking a double-column six-pile cap as an example and adopting ANSYS three-dimensional nonlinear finite element analysis method,the paper has verified the conclusion that the force-transmission mechanism of double-column six-pile cap is also consonant with spatial truss model.
双柱联合桩基承台多属厚承台,本文以双柱六桩承台为例,采用ANSYS三维非线性有限元分析方法,验证了双柱联合桩基承台的传力机理也符合空间桁架模型,在此基础之上,借鉴单柱桩基承台的研究成果,提出了双柱联合桩基承台空间桁架设计方法建议。
补充资料:离散时间状态空间模型
分子式:
CAS号:

性质:状态空间模型的一种,是时间变量为离散的状态空间模型。

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