[1]彭兴黔,贾勇.开洞位置对低层轻钢结构风荷载的影响[J].华侨大学学报(自然科学版),2008,29(4):580-583.[doi:10.11830/ISSN.1000-5013.2008.04.0580]
 PENG Xing-qian,JIA Yong.Influence of the Openings Location on Wind Load for Low-Rise Light-Weight Steel Structures[J].Journal of Huaqiao University(Natural Science),2008,29(4):580-583.[doi:10.11830/ISSN.1000-5013.2008.04.0580]
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开洞位置对低层轻钢结构风荷载的影响()
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《华侨大学学报(自然科学版)》[ISSN:1000-5013/CN:35-1079/N]

卷:
第29卷
期数:
2008年第4期
页码:
580-583
栏目:
出版日期:
2008-10-20

文章信息/Info

Title:
Influence of the Openings Location on Wind Load for Low-Rise Light-Weight Steel Structures
文章编号:
1000-5013(2008)04-0580-04
作者:
彭兴黔贾勇
华侨大学土木工程学院
Author(s):
PENG Xing-qian JIA Yong
College of Civil Engineering, Huaqiao University, Quanzhou 362021, China
关键词:
开洞位置 主动抗风模型 轻钢结构 低层建筑
Keywords:
opening location model of active wind-resisting light-weight steel structure low-rise building
分类号:
TU392.504
DOI:
10.11830/ISSN.1000-5013.2008.04.0580
文献标志码:
A
摘要:
鉴于高层开洞良好卸载效果与迎风面突然开洞的破坏作用,提出对低层轻钢结构开洞抵御风荷载的气动措施.通过湍流κ-ε方程和结构化非均匀网格,采用风洞实验验证的数值风洞模型模拟了4个开洞位置不同,但尺寸相同的轻钢建筑,并基于以上模型风荷载分布提出主动抗风的结构形式.分析结果表明,开洞房屋屋面平均风压较低,此种结构在强风作用下比同类型全封闭的结构抗风性能要好.
Abstract:
Considering good unloading effect of openings on high buildings and damage from unexpected openings on windward surface,the aerodynamic measures are put forward to resist wind load through openings.Through κ-ε turbulent equation and unequal net of structure,four light-weight steel construction models with same dimension but with different locations of openings are simulated by numerical models validated by wind-tunnel.Based on the distribution of wind load in these models,active wind-resisting structure system is presented.It is suggested that active wind-resisting structure system owns better wind-resisting capability than completely enveloped structure,due to the lower average wind pressure on roof.

参考文献/References:

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备注/Memo

备注/Memo:
福建省科技重大专项前期研究资助项目(2005YZ1016); 福建省自然科学基金项目(E0510022); 福建省建设厅科技计划项目(05-22-15); 泉州市科技重点项目(2007G7); 厦门市发改委科技项目(2008-70); 厦门市科技计划高校创新项目(3502Z20083039)
更新日期/Last Update: 2014-03-23