Research on Seismic Behavior of Infilled Frame Structure

Wen Jie Ren; Zhi Cheng Ma; Zhi Qiang Wang

doi:10.4028/www.scientific.net/AMM.256-259.2148

Paper Titles

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

Stochastic Simulation of Ground Motions of the Wenchuan Earthquake Using Slip-Based Corner Frequency and Scaling Factor
p.2127

Analysis and Calculation of Seismic Performance for UHV Equipment of HGIS
p.2136

Numerical Simulation of Shaking Table Test of Tianjin Transportation Junction
p.2142

Research on Seismic Behavior of Infilled Frame Structure
p.2148

Stability Analysis and Potential Seismic Capacity Evaluation of an Elliptic Paraboloid Latticed Shell
p.2152

Finite Fault Modelling for the Wenchuan Earthquake Using Hybrid Slip Model with Truncated Normal Distributed Source Parameters
p.2161

Seismic Behavior of Severe Damaged GFRP Tubed RC Bridge Piers Repaired with CFRP
p.2168

A Novel Seismic Base Isolation System Consisting of a Lead Rubber Bearing in Series with a Friction Slider. Part II: Application to a Multi-Storey RC Building and Comparison with Traditional Systems
p.2174

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 256-259Research on Seismic Behavior of Infilled Frame...

Research on Seismic Behavior of Infilled Frame Structure

Abstract:

The infilled frame structure is a kind of structural system used widely in the industrial and civil building. Although the infill walls are no-load-bearing components, the walls are also subjected to some earthquake actions. During some domestic and foreign large earthquakes in recent years, the infill wall were destroyed seriously and the frame were destroyed lightly. The damage of the infill wall not only influences the application of the building, but also increases repair costs for restoring the building, seriously, even endangers the life safety. This paper analyzes the influence of the connection method between the infill wall and the frame on the seismic behaviors of the infilled frame structure. Finally, some new technologies to protect the infill wall and the frame from damage under earthquake are introduced.

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Periodical:

Applied Mechanics and Materials (Volumes 256-259)

Pages:

2148-2151

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.256-259.2148

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Online since:

December 2012

Authors:

Wen Jie Ren, Zhi Cheng Ma, Zhi Qiang Wang

Keywords:

Flexible Connection, Infilled Frame Structure, New Technology, Rigid Connection, Seismic Behavior

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