Damping Integrated Technology in Three Concentric Circles Stereoscopic Applications on Steel Arch Truss

Peng Yu Li; Zhi Chang Gao

doi:10.4028/www.scientific.net/AMR.788.594

Paper Titles

The Numerical Analysis of Isolation System in the Sandwich Structure Based on Properties of Reinforced Concrete
p.578

Mechanics Research on the Vertical Bearing Characteristics of Suction Pile Cluster in Soft Ground
p.582

Evaluation of Slope Stability Based on Fuzzy Grey Element-Matter Model Based on Properties of Mechanics
p.586

Study on Mechanical Materials with Overview of Connection and Separation Devices
p.590

Damping Integrated Technology in Three Concentric Circles Stereoscopic Applications on Steel Arch Truss
p.594

The Stability Analysis on the Different Types of Single Layer Latticed Shell
p.598

Different Force Conditions on Nonlinear Finite Element Analysis of Small Concrete Hollow Block Wall with Failure Modes of Influence
p.602

The Research on the Influence of the Forms of Foundation on the Behavior of Adjacent Excavation Based on Building Materials
p.606

Research on HEC’s Hardening Effects on Topsoil in China’s Xinjiang Uygur Autonomous Region
p.611

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 788Damping Integrated Technology in Three Concentric...

Damping Integrated Technology in Three Concentric Circles Stereoscopic Applications on Steel Arch Truss

Abstract:

By the software SAP2000, this article established a 60 m span steel arch three concentric circle space truss model, derived modal characteristics, mastered the dynamic characteristics. By using isolation bearing, viscous dampers^[1], shock absorption technology and integrated rear arch truss damping effect. Conclusions show that integrated damping technology, making the earthquake forces effectively reduced.

You might also be interested in these eBooks

Advanced Research on Material Engineering, Chemistry and Environment

View Preview

Info:

Periodical:

Advanced Materials Research (Volume 788)

Pages:

594-597

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.788.594

Citation:

Cite this paper

Online since:

September 2013

Authors:

Peng Yu Li, Zhi Chang Gao

Keywords:

Rubber Bearings, Shock Absorber Technology Integration, Three Hearts Circular Steel Arch Truss, Viscous Damper

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Zhang, R-H and Soong, T.T., 1992, Seismic design of viscoelastic dampers for structural application[J]. Journal of structural engineering, ASCE. 118(5), 1375～1392.

DOI: 10.1061/(asce)0733-9445(1992)118:5(1375)

Google Scholar

[2] T. T. Soong and G. F. Dargush. Passive Energy dissipation system in structural engineering. State University of New York at Buffalo. (1997).

Google Scholar

[3] A. M. Reinhorn, C. li and M. C, Experimental and analytical investigation of seismic retrofit of structural with supplemental damping: part I -fluid viscous damping devices [R]. National Center for Earthquake Engineering Research, Buffalo, NY, 1995, 3.

Google Scholar

[4] Alfonso Vulcano, Fabio Mazza. Comparative study of the seismic performance of frames using different dissipative braces [A]. 12WCEE, (2000).

Google Scholar