The Seismic Behavior and Failure Form in Structure of Frame-Shear Wall of High-Rise Concrete Residential Building

Xiao Yu Liu; Hui Hong Dong

doi:10.4028/www.scientific.net/AMM.166-169.1290

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169The Seismic Behavior and Failure Form in Structure...

The Seismic Behavior and Failure Form in Structure of Frame-Shear Wall of High-Rise Concrete Residential Building

Abstract:

The high-rise concrete residential market has been a gradually urban mainstream in recent years, and frame-shear wall structure is more used for high-rise residential structures now. This kind of structure has the advantage that the combination of frame and shear wall make the space free and flexible, and therefore the whole structure has considerable rigidity. The structure can not only satisfy the needs for people living in comfortable, but also has good dynamic and static load bearing capacity. This paper analyzed the mechanics characteristics of the structure and summarized the two kinds of main failure modes of shear wall and frame structure in earthquake. On this basis, the main principles are put forward to improve the seismic behavior of the shear wall. And further some of specific measures and suggestions which can improve the seismic performance for the frame-shear structure are introduced.

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Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

1290-1294

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.1290

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Online since:

May 2012

Authors:

Xiao Yu Liu, Hui Hong Dong

Keywords:

Earthquake, Frame-Shear Wall, Improve, Mechanical Characteristic, Seismic Damage

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References

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