Two-Stage Design Method for Multi-Story Structures Equipped Metal Dampers, Part I: Theory

Jing Xu Song; Wen Pan

doi:10.4028/www.scientific.net/AMM.256-259.2102

Paper Titles

Experimental Research on the Influence of the Pile Type and Stirrup on the Seismic Performance of PHC Piles
p.2079

Codes on the Safety of Nuclear Power Plants in Relation to Seismic Design
p.2085

Seismic Response Analysis of Containment with Hemisphere Dome for Advanced Nuclear Power Station
p.2091

Empirical Mode Decomposition Application for Structural Seismic Responses
p.2096

Two-Stage Design Method for Multi-Story Structures Equipped Metal Dampers, Part I: Theory
p.2102

An Analytical Approach to Torsionally Coupled Seismic Response of Eccentric Structure Incorporating Soil-Structure Interaction
p.2106

Pseudo-Dynamic Test of Brick Masonry under Different Earthquake Motion
p.2111

Study on Strong Motion Records Database and Selection Methods
p.2117

Seismic Response of Bridge Isolated with Friction Pendulum Systems
p.2122

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 256-259Two-Stage Design Method for Multi-Story Structures...

Two-Stage Design Method for Multi-Story Structures Equipped Metal Dampers, Part I: Theory

Abstract:

The two-stage design method for multi-story structures equipped metal dampers is put forward based on the Code for Seismic Design of Buildings (GB50011-2010) and the Code of Japan Society of Seismic Isolation. For preliminary design stage, simplified method is adopted to estimate added stiffness and damping on each story, offering an approximate requirement of dampers. For detail design, the time history analysis is employed to verify the performance of structure with added dampers and determine number of energy dissipation device. This new method will be valuable for enhancing design quality and reducing design period. This paper describes the theoretical basis of the method.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 256-259)

Pages:

2102-2105

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.256-259.2102

Citation:

Cite this paper

Online since:

December 2012

Authors:

Jing Xu Song, Wen Pan

Keywords:

Energy Dissipation Design, Metal Damper, Performance Curve, Theoretical Basis, Two-Stage Design Method

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Zhou Yun: The Design and Application of BRB Structure (Building Industry Press, China 2007).

Google Scholar

[2] Y.J. Chang: Research and application of viscoelastic damper and structure with energy dissipation brace (Southeast University, China 2003).

Google Scholar

[3] GB 50011—2010: Code for Seismic Design of Building (China 2010). (In Chinese)

Google Scholar

[4] Kasai K, Fu Y M, Watanabe A. Passive Control Systems for Seismic Damage Mitigation. J. of Structural Engineering, ASCE, Vol.124 (1998), No.5, pp.501-512.

DOI: 10.1061/(asce)0733-9445(1998)124:5(501)

Google Scholar

[5] Kasai K, Ito H and Watanabe A: Peak Response Prediction Rule for A SDOF Elasto-plastic System Based on Equivalent Linearization Technique, J. Struct. Constr. Eng., AIJ, No.571, 53-62, Sep., 2003.

DOI: 10.3130/aijs.68.53_4

Google Scholar

[6] Kasai K and Ito H: Passive Control Design Method Based on Tuning of Stiffness, Yield Strength, And Ductility of Elasto-plastic Damper, J. Struct. Constr. Eng., AIJ, No.595, 45-55, Sep., 2005.

DOI: 10.3130/aijs.70.45_3

Google Scholar

[7] Japan Society of Seismic Isolation: Passive damping structure design and construction manual (Japan 2007).

Google Scholar

[8] Kasai K and Ito H: Stiffness Tuning Method for Design of Elasto-Plastically Damped Structures, Academic lecture Summaries. Struct. 2, Vibration, Nuclear Power Plants (2003), pp.731-734.

Google Scholar