DISCUSSION ON SEVERAL PROBLEMS OF COUPLING WALL-BEAMANTI-EARTHQUAKE DESIGN OF TALL SHEAR WALL STRUCTURE

Chang Linrun

doi:10.13204/j.gyjz200702007

Volume 37 Issue 2

Dec. 2014

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Chang Linrun. DISCUSSION ON SEVERAL PROBLEMS OF COUPLING WALL-BEAMANTI-EARTHQUAKE DESIGN OF TALL SHEAR WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 28-31,36. doi: 10.13204/j.gyjz200702007

Citation:

Chang Linrun. DISCUSSION ON SEVERAL PROBLEMS OF COUPLING WALL-BEAMANTI-EARTHQUAKE DESIGN OF TALL SHEAR WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 28-31,36. doi: 10.13204/j.gyjz200702007

Chang Linrun. DISCUSSION ON SEVERAL PROBLEMS OF COUPLING WALL-BEAMANTI-EARTHQUAKE DESIGN OF TALL SHEAR WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 28-31,36. doi: 10.13204/j.gyjz200702007

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DISCUSSION ON SEVERAL PROBLEMS OF COUPLING WALL-BEAMANTI-EARTHQUAKE DESIGN OF TALL SHEAR WALL STRUCTURE

doi: 10.13204/j.gyjz200702007

Chang Linrun

1.
China Architecture Design &Research Group Beijing 100044

Received Date: 2006-02-17
Publish Date: 2007-02-20

Abstract

Abstract

As the first and chief component to anti-earthquake in the shear wall structure designing, the coupling wall-beam, which is designed well or not, affects the anti-earthquake performance of a building. It is discussed some problems in the design, and is also done quantitative analysis to present corresponding viewpoints and proposals.
- shear wall structure,
- coupling wal- l beam,
- reinforcement ratio,
- load -carrying capacity