The Seismic Performance Analysis of the Adding Storey Frame Structure with Isolation Device

Lin Hai Zhang; Fu Ma

doi:10.4028/www.scientific.net/AMR.1008-1009.1246

Paper Titles

Structural Analysis of a North China Large-Span Aqueduct with Pretensioned Steel Truss
p.1222

The Effect of Friction at the Strip Footings’ Underside on the Expansion of Plastic Zones in Subgrade
p.1227

The Influence Law of Thermal Properties on Building Thermal Stability in Hot-Humid and Cold-Humid Area
p.1234

The Seismic Performance Analysis of Brick Masonry Wall between Windows
p.1242

The Seismic Performance Analysis of the Adding Storey Frame Structure with Isolation Device
p.1246

Typical Brackets Dimensional Numerical Simulation of the Wooden Structure
p.1250

Analysis of the Impact of Fine Aggregate Content on the Performance of Asphalt Mixture
p.1254

Architectural Performalism Based on Energy Issues
p.1259

Based on the ANSYS Analysis of the Open Hole in the Floor Cracks
p.1265

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1008-1009The Seismic Performance Analysis of the Adding...

The Seismic Performance Analysis of the Adding Storey Frame Structure with Isolation Device

Abstract:

In this paper, with a high-intensity reinforced concrete frame structure as the prototype, the calculation of isolated structures is through mature finite element software or MIDAS / Gen to calculate and analyze the five structure models of the 8 degrees Area established as the original five-layer structure model. The results show that the use of steel or reinforced concrete in floor will increase the structural seismic response with the interlaminar shear and interlaminar displacement increase. And storey isolation structure’s acceleration response is significantly less than that of the non-isolated structure.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 1008-1009)

Pages:

1246-1249

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1008-1009.1246

Citation:

Cite this paper

Online since:

August 2014

Authors:

Lin Hai Zhang*, Fu Ma

Keywords:

Adding Storey, Frame Structure, Laminated Rubber Bearing, Storey Isolation, Time-History Analysis

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Peng Feng. Shock layer spacing frame structure seismic response of dynamic analysis [D]. Changsha: Central South university, (2010).

Google Scholar

[2] Masatsuki T, Midorikawa S, OhoriM, Miura H. Simulation for seismic behavior of office furniture in a high- rise building[J] . AIJ Journal of Structural Construction Engineering, n620, 2007: 43~ 49.

DOI: 10.3130/aijs.72.43_2

Google Scholar

[3] J. M. Kelly. Base isolat ion in Japan [R]. 1988, Report No. UCBPEERC-88-20, EERC University of California , Berkeley, December, (1988).

Google Scholar

[4] WangJianPing, HeFangLong. Nonlinear Seismic Response Analysis of R/CFrme-Wall Structure Under Strong Earthquake Motions[C]. InternatiomalSymposium on Concrete Engineering, 1991, 1648-1653.

Google Scholar

[5] Liu, Fang. Seismic response analysis of containment with hemisphere dome for advanced nuclear power station [J]. Applied Mechanics and Materials，2013，（2）: 2091－(2095).

DOI: 10.4028/www.scientific.net/amm.256-259.2091

Google Scholar