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Study on dynamic behavior of a new type of two-way single layer lattice dome with nodal eccentricity

机译:新型带有节点偏心的双向双向单层网格穹顶的动力特性研究

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This paper discusses a feasibility of a new type of two-way system for single layer lattice domes with nodal eccentricity by investigating the dynamic behavior under earthquake motions. The proposed dome is composed of two main arches, intersecting each other with T-joint struts to provide space for tensioning membranes. The main purposes of this study are to calculate the nonlinear dynamic response under severe earthquake motions and to see the possibility of using this new type of two-way system for single layer lattice domes against earthquake motions. The results show that the main arches remain elastic except yielding of the joints of strut members that can be used to absorb some amount of strain energy at strong earthquake motion. Consequently, deformation of the main arches can be reduced and any heavy damages on the main arches can be minimized. A kind of damage-control characteristic appeared in this system may be utilized against severe earthquake motions, showing a possibility of designing a new type of single layer lattice dome.
机译:通过研究地震作用下的动态行为,讨论了一种新型的双向两点式单节点点偏心格子穹顶系统的可行性。拟议的穹顶由两个主拱组成,与T形支杆相交,为张紧膜提供了空间。这项研究的主要目的是计算在剧烈地震作用下的非线性动力响应,并探讨将这种新型双向系统用于单层晶格穹顶抵抗地震运动的可能性。结果表明,除了拱形构件的接头屈服以外,主拱形仍然保持弹性,该构件可用于在强烈地震运动中吸收一定量的应变能。因此,可以减小主拱形的变形,并且可以将对主拱形的任何严重损坏最小化。该系统中出现的一种破坏控制特性可用于抵抗剧烈的地震运动,这表明设计一种新型单层晶格穹顶的可能性。

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