Research on Seismic Performance of Core Wall in Hybrid Structure

Hai Yong Cai; Lei Guo; Liu Sheng Chu

doi:10.4028/www.scientific.net/AMR.446-449.630

Paper Titles

Simplified Calculation Method of Optimal Centre Line of the Arch
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Advanced Analysis of Staggered Truss of Steel Structure
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Study on Aseismic Behavior of Shear Wall with Frame Column in the Large Thermal Power Plant
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Review of the Nonlinear Vibration Analysis of Simply Supported Beams
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Research on Seismic Performance of Core Wall in Hybrid Structure
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Influence of Coarse Aggregate Size on Softening Curve of Concrete
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Nonlinear Stability Analysis of Cylindrical Double-Deck Reticulated Shallow Shells under Wind Load
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A Discussion about the Improvement of Finite Element Analysis Units of Castellated Beam
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Numerical Simulation of Effect of Fracture Distribution on Failure Mechanism of Tunnel
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449Research on Seismic Performance of Core Wall in...

Research on Seismic Performance of Core Wall in Hybrid Structure

Abstract:

The ductility of primary lateral resisting member, i.e. Core wall is analyzed using finite element program ADINA. The influencing factors like aspect ratio, concrete grade, axial compression ratio, reinforcement ratio,boundary confinement and reinforcement ratio of boundary element etc. are considered in the analysis. Based on the aforementioned research, some suggestions for the design of core wall in hybrid structure are proposed.

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Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

630-635

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.446-449.630

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Online since:

January 2012

Authors:

Hai Yong Cai, Lei Guo, Liu Sheng Chu

Keywords:

Core Wall, Hybrid Structure, Seismic Performance, Steel Reinforced Concrete Shear Walls

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