欢迎光临《计算力学学报》官方网站!
李寿科,李寿英,孙洪鑫.大跨屋盖的完全三分量等效静力风荷载
Refined three components method for determining equivalent static wind loads of large span roof[J].计算力学学报,2016,33(2):194~201
本文二维码信息
码上扫一扫!
大跨屋盖的完全三分量等效静力风荷载
Refined three components method for determining equivalent static wind loads of large span roof
投稿时间:2014-11-20  修订日期:2014-12-29
DOI:10.7511/jslx201602009
中文关键词:  等效静力风荷载  背景分量  共振分量  背景-共振耦合分量  惯性风荷载方法
英文关键词:ESWLs  BESWL  RESWL  background-resonant coupling component  inertial wind load method
基金项目:国家自然科学基金(51508184);湖南省高校创新平台开放基金(湘教通(2012)595号);湖南省教育厅科学研究一般项目(14C0431);江西省教育厅科技计划(GJJ09387)资助项目.
作者单位E-mail
李寿科 湖南科技大学 土木工程学院, 湘潭 411201 32090170@163.com 
李寿英 湖南大学 风工程与桥梁工程湖南省重点实验室, 长沙 410082  
孙洪鑫 湖南科技大学 土木工程学院, 湘潭 411201  
摘要点击次数: 1989
全文下载次数: 1247
中文摘要:
      惯性风荷载法物理意义不明确,传统三分量叠加法忽略背景-共振耦合效应,本文提出一种完全三分量的等效静力风荷载方法。利用完全三分量方法研究了开孔屋盖的等效静力风荷载,研究结果表明,阵风荷载因子法除在等效节点处有较好的精确性外,其他非等效节点处的等效静力风荷载均偏离正常分布,不适宜求解大跨屋盖等效静力风荷载;完全三分量法具有明显物理意义,其背景部分可采用全模态的LRC法实现,比截断模态的惯性风荷载法更加精确;忽略背景-共振耦合效应的传统三分量法低估等效静力风荷载10%左右,完全三分量法可考虑背景-共振耦合效应,相应于传统三分量法更加精确。
英文摘要:
      For overcoming the defect of traditional three components method and inertial wind load method,a refined three-components procedure is proposed to determining ESWLs by stochastic dynamic method.The ESWLs of opening roof are calculated by refined three components method,it is shown that,(1) the GLF method can estimate the ESWLs on the equivalent node correctly,which can not estimate the ESWLs on the non-equivalent node,and it is not proper to large span roof.(2)The refined three-components method is described significantly with physical means,and is accurate as the same as full modes inertial wind load method in theory,as well as is more accurate than inertial wind load method with part of modes.(3) The ESWL is under-estimated about 10% by traditional three components method.The refined three-components method can take account into the coupling effect between BESWL and RESWL,which is more accurate than traditional three components method,,which can be used successfully in the wind resistance of large span roof.
查看全文  查看/发表评论  下载PDF阅读器
您是第13580078位访问者
版权所有:《计算力学学报》编辑部
本系统由 北京勤云科技发展有限公司设计