Midas Building在高层建筑结构中的应用
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摘要
介绍了一款适用于高层和多层钢筋混凝土框架、框架—剪力墙、剪力墙及筒体结构,以及高层钢结构及钢—混凝土混合结构的三维结构分析与设计软件Midas Building.利用该软件分析了某综合办公楼框架—剪力墙结构体系的基本振型、风荷载作用下结构的变形云图、反力图等结构响应,并同常用的PKPM软件进行比较,结果表明:Midas Building软件能较直观地反映结构的受力与变形情况,而且能得到较高的精度,完全可以满足工程需求.
The aim of this article is to introduce a software(Midas Building) of the three dimensional structure analysis and design suitable for high-rise and multiple-storied reinforced concrete frame,frame-shear wall,shear wall and tube structure,and concrete composite structure.Using the software,analysis is made about the basic vibration mode of a comprehensive office building frame-shear wall system,the deformation nephogram of the structure under wind load,and the structure response of reaction force drawing.The comparison is also made with the commonly used PKPM software.The result shows that Midas Building software can directly reflect the structure stress and deformation condition,so that higher accuracy can be achieved and engineering need can be met.
The aim of this article is to introduce a software(Midas Building) of the three dimensional structure analysis and design suitable for high-rise and multiple-storied reinforced concrete frame,frame-shear wall,shear wall and tube structure,and concrete composite structure.Using the software,analysis is made about the basic vibration mode of a comprehensive office building frame-shear wall system,the deformation nephogram of the structure under wind load,and the structure response of reaction force drawing.The comparison is also made with the commonly used PKPM software.The result shows that Midas Building software can directly reflect the structure stress and deformation condition,so that higher accuracy can be achieved and engineering need can be met.
引文
[1]北京迈达斯技术有限公司.MIDAS分析与设计原理[M].北京:中国建筑工业出版社,2009
[2]北京迈达斯技术有限公司.基于三维的建筑结构分析和设计系统结构大师[M].北京:中国建筑工业出版社,2009
[3]中国建筑科学研究院PKPMCAD工程部.SAT-WE—多高层建筑结构空间有限元分析与设计软件用户手册及技术条件[M].北京:中国建筑科学研究院,2005
[4]王小红,罗建阳.建筑结构CAD——PKPM软件应用[M].北京:中国建筑工业出版社,2004
[5]詹姆斯.安布罗斯,迪米特理.韦尔贡.建筑物在风及地震作用下的简化设计[M].董军,贾照远,陸伟东,译.北京:中国水利水电出版社,2005
[6]包世华,张铜生.高层建筑结构设计和计算[M].北京:清华大学出版社,2005
[7]Cook R D,Malkus D S,Plesha M E.Conceptsand applications of finite element analysis[M].3tded.New York:John Wiley&Sons Inc,1989
[8]曹阳.高层框架结构的三维仿真[D].太原:太原理工大学建筑与土木工程学院,2005
[2]北京迈达斯技术有限公司.基于三维的建筑结构分析和设计系统结构大师[M].北京:中国建筑工业出版社,2009
[3]中国建筑科学研究院PKPMCAD工程部.SAT-WE—多高层建筑结构空间有限元分析与设计软件用户手册及技术条件[M].北京:中国建筑科学研究院,2005
[4]王小红,罗建阳.建筑结构CAD——PKPM软件应用[M].北京:中国建筑工业出版社,2004
[5]詹姆斯.安布罗斯,迪米特理.韦尔贡.建筑物在风及地震作用下的简化设计[M].董军,贾照远,陸伟东,译.北京:中国水利水电出版社,2005
[6]包世华,张铜生.高层建筑结构设计和计算[M].北京:清华大学出版社,2005
[7]Cook R D,Malkus D S,Plesha M E.Conceptsand applications of finite element analysis[M].3tded.New York:John Wiley&Sons Inc,1989
[8]曹阳.高层框架结构的三维仿真[D].太原:太原理工大学建筑与土木工程学院,2005
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