Applied Research of the Steel Frame-Shear Wall System in the Primary and Secondary Schools

Mo Zhu; Zhong Tao; Min Zhang; Ling Xu Li

doi:10.4028/www.scientific.net/AMR.671-674.1335

Paper Titles

Research Status on Seismic Performance of Steel-Concrete Composite Coupling Beam
p.1315

Analysis of Seismic Performance of RC Frames with Centrally Reinforced Columns
p.1319

Analysis of Vibration Frequency Characteristic for Elastic Support Beam
p.1324

Analysis on Seismic Energy Response of Reinforced Concrete Frame-Core Wall
p.1329

Applied Research of the Steel Frame-Shear Wall System in the Primary and Secondary Schools
p.1335

Elastic-Plastic Seismic Response Analysis of High-Rise Building with Transfer Storey
p.1341

Ground Motion Distribution Analysis about Taipei-101 in Earthquake
p.1346

Investigation on Seismic Structural Damages in Anchang County in Wenchuan Earthquake
p.1351

Research for Bridge Optimal Seismic Retrofitting Strategies
p.1356

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 671-674Applied Research of the Steel Frame-Shear Wall...

Applied Research of the Steel Frame-Shear Wall System in the Primary and Secondary Schools

Abstract:

Steel frame - shear wall structure of the teaching building has been by the software PKPM respectively in the design basic acceleration of ground motion of 7~9 degrees, include story drift, component stress, overturning moment and the amount of steel. Comparative analysis shows that the main factors affect the stress ratio is related to the sectional dimension, and has little to do with the intensity. By calculating the overturning moment, it proved that in 9 degree 0.4g and 8 degree 0.3g, the frame with shear wall structure combined with a relatively close. The structure not only meeting the earthquake disaster prevention requirements of the teaching building in highly seismic region, but also the structure has good economic applicability.

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Periodical:

Advanced Materials Research (Volumes 671-674)

Pages:

1335-1340

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.671-674.1335

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Online since:

March 2013

Authors:

Mo Zhu, Zhong Tao, Min Zhang, Ling Xu Li

Keywords:

Amount of Steel, Finite Element Analysis (FEA), Protect Intensity, Steel Frame-Shear Wall Structure

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References

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