The Empirical Analysis on the Reinforcement Application of the Energy Dissipation to the Framework Structure

Ya Juan Sun; Xiao Dong Yang

doi:10.4028/www.scientific.net/AMR.671-674.580

Paper Titles

Situation and Prospect of H-beam with Corrugated Web
p.559

Snow Distribution on Low-Rise Roofs and Practical Analysis Method
p.565

Stationary Problems of Moisture-Elasticity for Inhomogeneous Thick-Walled Shells
p.571

Structural Optimization Design of a Tall Residential Building with Rectangle Layout in High Seismic Intensity
p.576

The Empirical Analysis on the Reinforcement Application of the Energy Dissipation to the Framework Structure
p.580

The Method of Sandwich Plate about Thin-Wall Cast-in-Site Reinforced Concrete Hollow Floor
p.586

The Nonlinear Finite Element Analysis to Bonded Post-Tensioned Prestressed Concrete Frame Based on Two-Stage Loading Model
p.591

The Performance Analysis of Calcium Silicate Composited Wall's Impact Resistance
p.596

The Research about the Method of Establishing the Model of Limited Unit about the Push-Extend Multi-under-Reamed Pile
p.602

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 671-674The Empirical Analysis on the Reinforcement...

The Empirical Analysis on the Reinforcement Application of the Energy Dissipation to the Framework Structure

Abstract:

With the development of passive energy dissipation technology, using friction damped braces to retrofitted structural are suggested in this paper. Described the basic principles and mechanism of seismic controlled by energy dissipation. The comparative analysis of structure with or without friction damped braces is conducted, and the results show that energy dissipation system is very effective and the working behavior of structure is stable.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 671-674)

Pages:

580-585

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.671-674.580

Citation:

Cite this paper

Online since:

March 2013

Authors:

Ya Juan Sun, Xiao Dong Yang

Keywords:

Energy Dissipation, Fiction Energy Dissipation Brace, Seismic Appraisal, Seismic Reinforcement

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

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

Google Scholar

[2] Zhou Yun, Deng Xuesong and Huang Wenhu: Seismic Design Principles and Methods for Structure with Energy Dissipators. J. (World information on earthquake engineering Publications, China 1998). (In Chinese).

Google Scholar

[3] Ye Liaoyuan: Application Research of Low-cost Energy Dissipation Brace system (Tsinghua University China 2003). (In Chinese).

Google Scholar

[4] Xu Weibin: Application Study in Engineering of RC Friction Energy Dissipation Braced Frame-Tube Structure (Kunming University of Science and Technology, China 2008). (In Chinese).

Google Scholar

[5] GB 50023-2009: Standard for Seismic Appraisal of Buildings (China2009). (In Chinese).

Google Scholar