STOCHASTIC EARTHQUAKE RESPONSES OF NON-LINEAR STORY ISOLATION STRUCTURE

Zhang Ying; Zhou Fulin; Tan Ping

doi:10.13204/j.gyjz200905003

Volume 39 Issue 5

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(5): 11-15

Zhang Ying, Zhou Fulin, Tan Ping. STOCHASTIC EARTHQUAKE RESPONSES OF NON-LINEAR STORY ISOLATION STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 11-15. doi: 10.13204/j.gyjz200905003

Citation:

Zhang Ying, Zhou Fulin, Tan Ping. STOCHASTIC EARTHQUAKE RESPONSES OF NON-LINEAR STORY ISOLATION STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 11-15. doi: 10.13204/j.gyjz200905003

Zhang Ying, Zhou Fulin, Tan Ping. STOCHASTIC EARTHQUAKE RESPONSES OF NON-LINEAR STORY ISOLATION STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 11-15. doi: 10.13204/j.gyjz200905003

Citation:

Zhang Ying, Zhou Fulin, Tan Ping. STOCHASTIC EARTHQUAKE RESPONSES OF NON-LINEAR STORY ISOLATION STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 11-15. doi: 10.13204/j.gyjz200905003

PDF( 0 KB)

STOCHASTIC EARTHQUAKE RESPONSES OF NON-LINEAR STORY ISOLATION STRUCTURE

doi: 10.13204/j.gyjz200905003

1.
1. College of Civil Engineering,Hunan University,Changsha 410082,China;
2.
2. Guangdong Key Laboratory of Earthquake Engineering &Applied Technique,Guangzhou University,Guangzhou 510405,China

Received Date: 2008-08-28
Publish Date: 2009-05-20

Abstract

Abstract

The non-stationary Kanai-Tajimi model is adopted to simulate the earthquake ground acceleration.In order to describe the intrinsic behavior of the isolation and the structure,a smooth hysteretic restoring model(Bouc-Wen) is introduced.The parameter analysis of the non-linear story isolation structure simulated by two-degree of freedom model is proposed using the equivalent stochastic linearization method.The results demonstrate that the earthquake responses of the story isolation structure are attenuated by shifting the structure's nature vibration characteristic and by the energy dissipation of isolation.Different mass ratio has different focus on control mechanism.
- story isolation,
- stochastic earthquake,
- non-linear,
- parameter analysis

FullText(HTML)

References(8)

References

[2] 和田章.免震构法の适用にぉける新しぃ动き[C]//免震构造の研究と设计.1996:123-128;

日本建筑学会.隔震结构设计[M].刘文光译.北京:地震出版社,2006:3-5;

[3] 祁皑.层间隔震技术评述[J].地震工程与工程振动,2004,24(6):114-120;

[4] Tajimi H.AStatistical Method of Determiningthe MaximumResponseof a Building During Earthquake[C]//Proc.2th World ConferenceEarth.Tokyo:1960:768-779;

[5] Jennings PC,Housner GW.Simulated Earthquake Motions for DesignPurpose[C]//Proc.4th World Conference Earth.Eng.,Santiago:1968:145-160;

[6] Wen YK.Methodfor RandomVibration of Hysteretic Systems[J].J.Eng.Mech.Div.,ASCE,1976,102(6):150-164;

[7] Carli F.Nonlinear Response of Hysteric Oscillator Under EvolutionaryExcitation[J].Adv.Eng.Software,1999,30(9-11):621-630;

[8] Atalik TS,Utku S.Stochastic Linearization of Multi-degree-of-Freedom Non-linear Systems[J].Earthquake Engineering andStructural Dynamics,1976(4):411-420.

Relative Articles

Supplements(0)

Cited By

Proportional views