THE BEARING CAPACITY AND FAILURE MODES STUDY OF INTERIOR CONNECTIONS IN RC SLAB-COLUMN STRUCTURES

Wu Qiang; Cheng Wenrang; Du Xinnian

doi:10.13204/j.gyjz200404013

Volume 34 Issue 4

Dec. 2014

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Wu Qiang, Cheng Wenrang, Du Xinnian. THE BEARING CAPACITY AND FAILURE MODES STUDY OF INTERIOR CONNECTIONS IN RC SLAB-COLUMN STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 43-45. doi: 10.13204/j.gyjz200404013

Citation:

Wu Qiang, Cheng Wenrang, Du Xinnian. THE BEARING CAPACITY AND FAILURE MODES STUDY OF INTERIOR CONNECTIONS IN RC SLAB-COLUMN STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 43-45. doi: 10.13204/j.gyjz200404013

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THE BEARING CAPACITY AND FAILURE MODES STUDY OF INTERIOR CONNECTIONS IN RC SLAB-COLUMN STRUCTURES

doi: 10.13204/j.gyjz200404013

1.
College of Civil Engineering,Southeast University Nanjing 210096

Received Date: 2003-09-24
Publish Date: 2004-04-20

Abstract

Abstract

The main failure modes of interior connection in RC slab_column are punching shear and flexural failure. Combining with the tests at home and abroad, the punching shear bearing capacity calculating formula of interior connection given by Code for Design of Concrete Stmctures(GB50010-2002)is verified. According to the calculating width of equivalent beam subjected to earthquake action that received by elastic analysis, the flexural beating capacity calculating formula of interior slab_column connections is proposed. At last, the judgment method for the two failure modes is presented.
- slab_column structures,
- interior connection,
- punching shear failure,
- flexural failure,
- unbalanced moment

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References(5)

References

[2] GB 50011-2002 混凝土结构设计规范

Menetrey P. Relationship between Flexural and Punching Failure. ACI Structural Journal, 1998, 95(4):412～419

[3] Luo Y H, Durrani A J. Equivalent Beam Model for Flat-Slab BuildingsPart I: Interior Connections. ACI Structural Journal, 1995, 92(1): 115～124

[4] 吴强, 程文瀼.水平力作用下板柱结构等代梁计算宽度的研究.工业建筑, 2004, 34(3):77～79

[5] 许清风, 等.板柱节点的破坏形式及改进方法, 建筑科学, 1999(6):21～24

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