ANALYSIS OF SEISMIC BEHAVIORS OF THE MASONRY-CONCRETE TUBE COMPOSITE STRUCTURE

Li Ke; Chen Guoping; Tang Lan

doi:10.13204/j.gyjz201104008

Volume 41 Issue 4

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(4): 34-37

Zhao Liya, Liu Baojian, Wang Shutao. EXPERIMENTAL STUDY ON ROAD ENGINEERING PROPERTY OF COMPACTION PHYLLITE MATERIAL ABANDONING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 84-87,70. doi: 10.13204/j.gyjz201112019

Citation:

Li Ke, Chen Guoping, Tang Lan. ANALYSIS OF SEISMIC BEHAVIORS OF THE MASONRY-CONCRETE TUBE COMPOSITE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 34-37. doi: 10.13204/j.gyjz201104008

Citation:

Li Ke, Chen Guoping, Tang Lan. ANALYSIS OF SEISMIC BEHAVIORS OF THE MASONRY-CONCRETE TUBE COMPOSITE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 34-37. doi: 10.13204/j.gyjz201104008

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ANALYSIS OF SEISMIC BEHAVIORS OF THE MASONRY-CONCRETE TUBE COMPOSITE STRUCTURE

doi: 10.13204/j.gyjz201104008

1.
School of Civil Engineering and Architecture,Southwest University of Science and Technology,Mianyang 621010,China

Received Date: 2010-11-05
Publish Date: 2011-04-20

Abstract

Abstract

The masonry-concrete shear wall structure is a kind of new composite structure developed from the masonry wall. A new structure was proposed by making the walls of small rooms like toilet，kitchen concrete shear walls，which formed it as shear wall tube structure. ANSYS was used to do the time history analysis of the models for the three masonry-concrete tube composite structures and masonry-concrete shear wall structure with same characteristic stiffness coefficients. The rationality and superiority of masonry-concrete tube composite structure were verified by comparing the data.
- masonry-concrete tube composite structure,
- characteristic stiffness coefficients,
- ANSYS,
- time history analysis

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References(7)

References

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