| 南通游泳馆结构设计及其关键问题的研究 |
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| 引用本文： | 姚一丹,舒赣平.南通游泳馆结构设计及其关键问题的研究[J].江苏建筑,2006(2):11-14,19. |
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| 作者姓名： | 姚一丹 舒赣平 |
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| 作者单位： | 东南大学土木工程学院,南京 210096 |
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| 摘 要： | 南通游泳馆采用了弧形小矢跨比空间桁架与大悬挑钢柱共同作用的受力体系，体系新颖，外形优美，受力明确，性能优良。文章介绍了该工程屋盖铜结构的设计并重点对该工程的动力特性、大悬挑钢柱受力性能以及可滑移支座选型要求等问题进行了探讨。
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| 关 键 词： | 空间桁架 大悬挑 可滑移支座 水平推力 |
| 文章编号： | 1005-6270（2006）02-0011-04 |
| 收稿时间： | 2004-12-21 |
| 修稿时间： | 2004-12-21 |
The Design of Nantong Natatorium and Research of Its Important Questions |
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| YAO Yi-dan,SHU Gan-ping.The Design of Nantong Natatorium and Research of Its Important Questions[J].Jiangsu Construction,2006(2):11-14,19. |
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| Authors: | YAO Yi-dan SHU Gan-ping |
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| Affiliation: | YAO Yi-dan SHU Gan-ping |
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| Abstract: | The roof of Nan - tong natatorium adopted the structure combined by arch and small rise/span ratio truss and large overhanging steel - column. This paper introduce the design of the project and mainly explain the dynamical characteristic of the structure and the capability of the long overhanging steel column and show the design of the slip support node. |
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| Keywords: | space truss structure long overhanging slip support node horizon thrust force |
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