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1)  variable-angle spatial truss model
变角度空间桁架模型
2)  variable-angle space truss model
变角空间桁架模型
1.
To calculate horizontal projection length of diagonal cracks in near-surface mounted(NSM) FRP(fiber reinforced polymer) shear strengthened RC(reinforced concrete) beams under four-points loading,the empirical formulae and variable-angle space truss model were adopted respectively to investigate the influence factors that control the horizontal projection length.
为计算嵌入式FRP抗剪增强梁在四点加载作用下的斜裂缝水平投影长度,利用投影长度经验公式和变角空间桁架模型分别研究了剪跨比和纵筋-箍筋强度比对投影长度的影响,在此基础上综合考虑两者的相互关系,同时根据9根FRP嵌入式增强梁的实测试验数据,采用最小二乘法拟合斜裂缝投影长度计算公式。
3)  Varied-angle truss model
变角空间桁架
4)  the theory of space truss with variable angle
变角桁架模型
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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