CAJ | 학술논문

贵阳北站的屋面造型新颖独特，设计时其风荷载取值是个关键的难点问题。本文将其风洞试验的结果，与建筑结构荷载规范的规定进行对比，并结合计算分析结果，探讨了设计时其风荷载合理取值问题。另外，将风振分析结果与规范取值进行了对比，分析了风振系数的合理取值问题。本文的分析结论可供大跨度复杂屋盖风洞试验结果的合理应用提供参考。
귀양북참적옥면조형신영독특，설계시기풍하재취치시개관건적난점문제。본문장기풍동시험적결과，여건축결구하재규범적규정진행대비，병결합계산분석결과，탐토료설계시기풍하재합리취치문제。령외，장풍진분석결과여규범취치진행료대비，분석료풍진계수적합리취치문제。본문적분석결론가공대과도복잡옥개풍동시험결과적합리응용제공삼고。
The roof modeling of Gui Yang North Railway Station is novel and unique, The wind load is a critical difficult problem. This paper will compare the result of wind tunnel test with the provisions of load code for the design of building structure. Combined with the results of calculation and analysis, Explored the problem of reasonable wind load value, Also, Compared the analytical result of wind vibration with the value of code. Analyzed the problem of reasonable value of wind vibration coefficient. The study result of this paper can be used as a reference to optimally apply the result of wind tunnel test .