The Seismic Performance Study of Steel Pipe Concrete Column in the Absence of Beam Floor System

Li Jie Ma; Jin Yu Zhang; Shao Jie Wang

doi:10.4028/www.scientific.net/AMR.446-449.2331

Paper Titles

Seismic Fragility Analysis of Reinforced Concrete Frames with Service Life
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Dynamic Stress Concentration of Underground Lined Cavities in Different Distance under Incident Plane SV Wave
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Seismic Reliability Analysis of Complex Structure
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Seismic Damage Analyses of Staircases in RC Frame Structures
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The Seismic Performance Study of Steel Pipe Concrete Column in the Absence of Beam Floor System
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Study on Blasting Seismic Effect of Tunnel in Fault Formation
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Study on Mechanical Behavior of the Key Components of High-Level Transfer Frame-Shear Wall Structure with Steel-Lead Viscoelastic Dampers
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Experimental Study on the Seismic Performance of Macro-Synthetic Fiber- Reinforced Concrete Ductile Columns
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Probabilistic Seismic Risk Assessment for Transportation Network
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449The Seismic Performance Study of Steel Pipe...

The Seismic Performance Study of Steel Pipe Concrete Column in the Absence of Beam Floor System

Abstract:

Architecture is the concrete columns with steel pipe flat floor slab, the 100mm × 100mm of steel pipe concrete column is in the center of the floor. The variation of moment and horizontal anti-force under horizontal displace of steel concrete columns are researched, and the steel columns working are analyzed, from that we can know steel concrete column in the slab-column structure has a good deformability under earthquake.

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Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

2331-2335

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.446-449.2331

Citation:

Cite this paper

Online since:

January 2012

Authors:

Li Jie Ma, Jin Yu Zhang, Shao Jie Wang

Keywords:

Floor without Beam, Lateral Movement, Seismic Performance, Steel Concrete Column

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References

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