...信息 关键词： 点支式玻璃幕墙;;自平衡索桁架;;预应力;;非线性大变形 [gap=1009]Keywords: point-supporting glass curtain wall; self-balanced cable truss; prestress; nonlinear large deformation ..
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Establish finite element calculate models of common cable truss and monolayer cablenet point-supporting glass curtain wall. Calculate the models by common finite elementsoftware ANSYS.
2．建立了常用的索桁架体系和单层平面索网体系点支式玻璃幕墙的有限元计算模型。
参考来源 - 风荷载作用下点支式玻璃幕墙的动力性能研究·2,447,543篇论文数据，部分数据来源于NoteExpress
The design methods are introduced for the mass concrete basement, protection of concrete in the saline-alkali soil, aseismic measure, overbridge, point-supporting glass curtain wall.
介绍了结构设计中的大体积地下室设计、盐碱地混凝土防护设计、抗震设计、天桥设计和大型点式幕墙设计。
Static study of the supporting structure for the point-supported glass curtain wall is a main method now days, dynamical research and wind-induced response analysis is very lack.
目前国内对建筑幕墙支承结构的研究多以静力性能为主，动态特性研究和在风载荷作用下的动态响应研究较少。
It is the first time in China that point-supported glass curtain wall with tension cable supporting structure is used for external wall.
深圳电视中心透镜形曲面点支承玻璃幕墙采用了预张拉不锈钢拉索体系作为外幕墙的支承钢结构，这在国内双层幕墙中是首次应用。
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