The Anti-Seismic Numerical Simulation for a Multi-Storey Frame with Bamboo Engineering Materials

Yan Li; Wen Yang Dong

doi:10.4028/www.scientific.net/AMR.450-451.1284

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 450-451The Anti-Seismic Numerical Simulation for a...

The Anti-Seismic Numerical Simulation for a Multi-Storey Frame with Bamboo Engineering Materials

Abstract:

Bamboo has many good features, is an ideal material for the construction industry. The numerical simulation of multi-layer seismic frame structure of bamboo by hand shows that, for re-bamboo wood columns, typical of the two failure modes for the transverse deformation is too large can not continue to load and top of the fibers in the lateral pressure exploded; bamboo column can be restored in the unloaded more than 80% of deformation, has excellent elastic recovery; bamboo can withstand the load beam is actually controlled by the stiffness, not strength.

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Periodical:

Advanced Materials Research (Volumes 450-451)

Pages:

1284-1287

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.450-451.1284

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Online since:

January 2012

Authors:

Yan Li, Wen Yang Dong

Keywords:

Multi-Layer Frame Structure of Bamboo, Numerical Simulation, Seismic

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References

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