STUDY OF CALCULATING WIDTH OF EQUIVALENT BEAM FOR SLAB-COLUMN STRUCTURE SUBJECTED TO HORIZONTAL FORCES

Wu Qiang; Cheng Wenrang

doi:10.13204/j.gyjz200403024

Volume 34 Issue 3

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(3): 77-79

Wu Qiang, Cheng Wenrang. STUDY OF CALCULATING WIDTH OF EQUIVALENT BEAM FOR SLAB-COLUMN STRUCTURE SUBJECTED TO HORIZONTAL FORCES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(3): 77-79. doi: 10.13204/j.gyjz200403024

Citation:

Wu Qiang, Cheng Wenrang. STUDY OF CALCULATING WIDTH OF EQUIVALENT BEAM FOR SLAB-COLUMN STRUCTURE SUBJECTED TO HORIZONTAL FORCES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(3): 77-79. doi: 10.13204/j.gyjz200403024

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STUDY OF CALCULATING WIDTH OF EQUIVALENT BEAM FOR SLAB-COLUMN STRUCTURE SUBJECTED TO HORIZONTAL FORCES

doi: 10.13204/j.gyjz200403024

1.
The Key Lab on RC/PC Structures of Ministry of Education,Southeast University Nanjing 210096

Received Date: 2003-03-15
Publish Date: 2004-03-20

Abstract

Abstract

This paper points out the slabs flexure stiffness of a slab-column structure subjected to horizontal forces changes along its span. The flexure stiffness of slab intersected with column is smaller than that of midspan slab. According to the principle which slabs stiffness equals to equivalent beams stiffness, the formula of calculating width for equivalent beam with equal width is given out by using finite element analysis. The calculated result is basically in accordance with that of the test.
- slab-column structure,
- equivalent beam method,
- finite element

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References(3)

References

Nilson A H.混凝土结构设计.过镇海, 等译.北京:中国建筑工业出版社, 1991.368～370

[2] Elias Z M. Lateral Stiffness of Flat Plate Structures. ACI Journal, Pro. 1983, 80(1):50～54

[3] GB 50011-2001建筑抗震设计规范

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