| 驳接式玻璃结构建筑及其玻璃板承载性能分析 |
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| 引用本文： | 石永久,邓晓蔚,王元清. 驳接式玻璃结构建筑及其玻璃板承载性能分析[J]. 工业建筑, 2005, 35(2): 11-15 |
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| 作者姓名： | 石永久 邓晓蔚 王元清 |
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| 作者单位： | 1. 清华大学,建筑玻璃与金属结构研究所,北京,100084
2. 清华大学,结构工程与振动教育部重点实验室,北京,100084 |
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| 摘 要： | 近年来 ,驳接式玻璃幕墙在现代建筑中获得了广泛应用 ,但对它的理论研究却滞后于它的工程应用。通过对驳接式幕墙节点构造的研究 ,分析了驳接式玻璃幕墙的受力性能 ,并列举了相应的工程实例。最后 ,利用有限元程序ANSYS对不同形式玻璃板的受力特性作了比较与分析 ,并提出了需要解决的理论问题
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| 关 键 词： | 玻璃幕墙 驳接式节点 有限元方法 |
| 修稿时间： | 2004-10-20 |
STUDY ON OVERLAP-CONNECTED GLASS CURTAIN WALL AND BEARING CAPACITY OF ITS GLASS PANEL |
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| Shi Yongjiu,Deng Xiaowei,Wang Yuanqing. STUDY ON OVERLAP-CONNECTED GLASS CURTAIN WALL AND BEARING CAPACITY OF ITS GLASS PANEL[J]. Industrial Construction, 2005, 35(2): 11-15 |
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| Authors: | Shi Yongjiu Deng Xiaowei Wang Yuanqing |
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| Abstract: | Despite the extensive use of overlap-connected glass curtain wall in recent years,its theoretical research lags behind the engineering application.This paper analyses the capacity of glass curtain wall through the study on configuration of ordinary glass curtain wall joints and suggests several corresponding practical cases.Finally,the capacity performances of various glass panels are compared by virtue of FEA program ANSYS;meanwhile urgent theoretical questions are also proposed. |
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| Keywords: | glass curtain wall overlap-connected joint FEA method |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
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