STEEL-ENCASED STRUCTURE STRENGTHENING TECHNIQUE AND ITS SOFTWARE DESIGN--STRENGTHENING BEAM BY ADHESIVELY BONDED STEEL PLATE

Cao Sanpeng; Hu Cheng; Wang Yuzhuo; Sun Baojun

doi:10.13204/j.gyjz200407024

Volume 34 Issue 7

Dec. 2014

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Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(7): 83-84

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:

Cao Sanpeng, Hu Cheng, Wang Yuzhuo, Sun Baojun. STEEL-ENCASED STRUCTURE STRENGTHENING TECHNIQUE AND ITS SOFTWARE DESIGN--STRENGTHENING BEAM BY ADHESIVELY BONDED STEEL PLATE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 83-84. doi: 10.13204/j.gyjz200407024

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STEEL-ENCASED STRUCTURE STRENGTHENING TECHNIQUE AND ITS SOFTWARE DESIGN--STRENGTHENING BEAM BY ADHESIVELY BONDED STEEL PLATE

doi: 10.13204/j.gyjz200407024

1.
College of Civil Engineering,Southeast University Nanjing 210096

Received Date: 2004-03-10
Publish Date: 2004-07-20

Abstract

Abstract

The steel-encased strengthening method was used widely in the field of the structural strengthening.Based on Technical Specification for Strengthening Concrete Structures (CECS 25∶90), the principle and the design method of reinforced concrete beam strengthened with steel-encased were described.Strengthening model and calculating method of steel-encased strengthening method of bending member in SEU-DEEP were further given, finally an example was used to show this course in detail.
- steel-encased,
- structural strengthening,
- software design,
- SEU-DEEP