您的位置:首页  > 论文页面

空冷支架结构体系风载体型系数取值研究

发表时间:2013-01-31  浏览量:1443  下载量:577
全部作者: 白国良,刘飞飞
作者单位: 西安建筑科技大学土木工程学院
摘 要: 通过1∶150比例的刚性模型风洞试验和数值模拟对单跨空冷结构A型支架、挡风墙和管柱的风载体型系数取值进行研究。分析了风向角、周边建筑物、风机等因素对结构风载体型系数的影响规律,确定最不利工况,并将试验结果与数值模拟结果进行对比分析,结果表明二者吻合较好。最后给出了单跨空冷支架结构体系风荷载体型系数的取值建议,可为工程设计提供参考。
关 键 词: 土木建筑结构;空冷支架结构;风荷载;刚性模型试验;数值模拟;体型系数
Title: Study on wind load type coefficient of air-cooled support structure
Author: BAI Guoliang, LIU Feifei
Organization: Civil Engineering College, Xi’an University of Architecture and Technology
Abstract: In this paper, through 1∶150 rigid model wind tunnel test and numerical simulation, the wind load type coefficient of A type structure, wind-break wall and pipe column in single-span air-cooled support structure was studied. The effects of fans, surrounding structure and wind direction angle on wind load type coefficient of the structure were analyzed, and the most unfavourable conditions were determined. Through comparison of the test results with the numerical simulation results, it was found that they agreed well with each other. Finally, the recommended values of wind load type coefficient of single-span air-cooled support structure was given, which provided a new basis for the structural design.
Key words: civil engineering structure; air-cooled support structure; wind load; rigid model wind tunnel test; numerical simulation; type coefficient
发表期数: 2013年1月第2期
引用格式: 白国良,刘飞飞. 空冷支架结构体系风载体型系数取值研究[J]. 中国科技论文在线精品论文,2013,6(2):116-123.
 
0 评论数 0
暂无评论
友情链接