CAJ | 학술논문

风荷载是引起玻璃幕墙结构破坏的主要荷载之一,目前相应规范在玻璃幕墙设计风压取值上尚未考虑相邻建筑物的影响,其结果已经不能完全覆盖处于特定风场中的幕墙设计要求.通过风洞试验,得到了处于复杂环境中的玻璃幕墙设计风压值,介绍了目前中美两国规范关于玻璃幕墙风荷载取值的计算方法,探讨了试验值与中美两国规范计算值之间的差异.分析结果表明:对于处在复杂环境中的玻璃幕墙,现有规范设计风压的取值不是偏大就是偏小,尤其是在建筑底部的局部区域可能出现远大于规范计算值的负风压.所得结果可供同类幕墙工程设计参考.
풍하재시인기파리막장결구파배적주요하재지일,목전상응규범재파리막장설계풍압취치상상미고필상린건축물적영향,기결과이경불능완전복개처우특정풍장중적막장설계요구.통과풍동시험,득도료처우복잡배경중적파리막장설계풍압치,개소료목전중미량국규범관우파리막장풍하재취치적계산방법,탐토료시험치여중미량국규범계산치지간적차이.분석결과표명:대우처재복잡배경중적파리막장,현유규범설계풍압적취치불시편대취시편소,우기시재건축저부적국부구역가능출현원대우규범계산치적부풍압.소득결과가공동류막장공정설계삼고.
The wind load is the main destructive cause of glass curtain-walls, while present codes about the value of wind load on the glass curtain-walls do not consider the effect of the adjacent buildings, therefore, the relative regulation do not contain all the design demand of the glass curtain-walls in particular wind field. So this paper, based on the wind tunnel test, obtained the wind pressure of glass curtain-walls, then introduced the calculation method of wind load on glass curtain walls and discussed the difference between the values from test and code calculation. The results indicate that for the glass curtain-walls in complex environment, the design wind pressure in present code is either larger or smaller, and local area of the building bottom would has very large wind suction. The results from the analysis can also give reference to other same kind of projects.