Modal Analysis on Steel Frame-Energy Dissipation Support Structure

Shuo Dong; Cheng Wei Huang; Cheng Shen

doi:10.4028/www.scientific.net/AMR.859.253

Paper Titles

The Influence of Ratio of Reinforcement to Modulus of Elasticity of Reinforce Concrete Component
p.233

The Application and Development of Ultra-High-Performance Concrete in Bridge Engineering
p.238

Comparison Analysis of GFRP Anchor Pile Performance in Expansive Soil Foundation
p.243

Reservoir Volume Estimation in Exploration Phase by Monte Carlo Simulation
p.248

Modal Analysis on Steel Frame-Energy Dissipation Support Structure
p.253

A Numerical Infiltration Model in Civil Engineering and its Comparison with Geo-Seep Software
p.257

Research on Pedestrian Crossing Characteristics and Crossing Facilities of University's Passageway
p.261

Study on the Optimal Design of the Members of Contaniner Building with Building Materials II: Joint and Corner Column Optimization
p.266

Study on the Optimal Design of the Members of Contaniner Building with Building Materials I: Side Board Optimization
p.270

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 859Modal Analysis on Steel Frame-Energy Dissipation...

Modal Analysis on Steel Frame-Energy Dissipation Support Structure

Abstract:

The energy dissipation device is put on the support bar of the steel frame structure so as to form the energy dissipation support. The structural performance can be adjusted and improved through the additional stiffness and damping so as to realize the structural damping result. As there are many elements that can affect the structural earthquake anti-seismic performance, modal analysis which is taken as the basic contents, is conducted on the application of the common support and steel frame structure of energy dissipation support and the analysis is also conducted on the influences of energy dissipation to the vibration and cycle of the steel frame so as to lay a good foundation for the analysis on the anti-seismic performance of steel frame-energy dissipation support structural system.

You might also be interested in these eBooks

Advanced Research on Civil Engineering, Materials Engineering and Applied Technology

View Preview

Info:

Periodical:

Advanced Materials Research (Volume 859)

Pages:

253-256

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.859.253

Citation:

Cite this paper

Online since:

December 2013

Authors:

Shuo Dong, Cheng Wei Huang, Cheng Shen

Keywords:

Energy Dissipation Support, Modal Analysis, Steel Frame

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Performance Research on Viscoelastic Damper [J]. Earthquake Engineering and Engineering vibration by Bo Wu and Anxin Guo, 1998, 18(2): 108~116.

Google Scholar

[2] Calculation Model on Viscoelastic Damper. Engineering Mechanics. 2001，No. 6.

Google Scholar

[3] Industry standard of the People's Republic of China, Code for seismic design of buildings (GB 50011-2010), Beijing, by China Building Industry Press, in (2002).

Google Scholar