Research of Dynamic Stability of Steel Members to Elasticity Support in High Temperature Condition

Author

Sun, Qiang ; Wei, XinGang

Author_Institution

Coll. of Civil Eng., Anhui Inst. of Archit. & Ind., Hefei, China

fYear

2010

fDate

7-9 Nov. 2010

Firstpage

1

Lastpage

3

Abstract

In this paper based on principle of elasticity stability of structure, the calculating formulas for dynamic stability of steel structure members on high temperature condition under axial dynamic load were conducted. The influence of dynamic stability of stiffness of spring, damping, size of rod, temperature and exciting frequency etc are studied. More and more how to reduce vibration respect steps of members in practical engineering are put forwarded. It is hoped that these may prove to be some value on high temperature condition in steel structure engineering.

Keywords

construction components; damping; elasticity; mechanical stability; rods (structures); springs (mechanical); steel; structural engineering; vibration control; axial dynamic load; dynamic stability; elasticity stability; practical engineering; steel structure; structure engineering; vibration reduction; Civil engineering; Elasticity; Fires; Laboratories; Perpendicular magnetic anisotropy; Steel; Thermal stability;

fLanguage

English

Publisher

ieee

Conference_Titel

E-Product E-Service and E-Entertainment (ICEEE), 2010 International Conference on

Conference_Location

Henan

Print_ISBN

978-1-4244-7159-1

Type

conf

DOI

10.1109/ICEEE.2010.5660966

Filename

5660966