The prilling tower wind load analysis

被引：0

作者：

Wang, Lili ^{[1
]}

Wu, Guozhong ^{[1
]}

Li, Dong ^{[1
]}

机构：

[1] Northeast Petr Univ, Sch Civil Engn & Architecture, Daqing 163318, Peoples R China

来源：

ADVANCES IN CIVIL AND STRUCTURAL ENGINEERING III, PTS 1-4 | 2014年 / 501-504卷

关键词：

prilling tower; wind load; coefficient;

D O I：

10.4028/www.scientific.net/AMM.501-504.587

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Using static analysis method analyzes wind resistance of prilling tower. Calculated each axis and each node by force, define an array so that each node force and the corresponding values is in the array. Using loop statements for each node on the wind load, applying the load to solve, it is concluded each node in the displacement response under the action of wind load. Use MATLAB to get the result to get the need curve, and analyzes the results. Through the analysis of two kinds of structure of the prilling tower, and comparison, then conclusion, to see what kind of structural seismic prilling tower wind the better performance, and control specifications to see if it meets specifications.

引用

页码：587 / 591

页数：5

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