SYSTEM RELIABILITY ANALYSIS OF UNBONDED PARTIALLY PRESTRESSED CONCRETE BEAMS

Zhang Junzhi; Su Xiaozu

doi:10.13204/j.gyjz200401010

Volume 34 Issue 1

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Zhang Junzhi, Su Xiaozu. SYSTEM RELIABILITY ANALYSIS OF UNBONDED PARTIALLY PRESTRESSED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 36-38. doi: 10.13204/j.gyjz200401010

Citation:

Zhang Junzhi, Su Xiaozu. SYSTEM RELIABILITY ANALYSIS OF UNBONDED PARTIALLY PRESTRESSED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 36-38. doi: 10.13204/j.gyjz200401010

Zhang Junzhi, Su Xiaozu. SYSTEM RELIABILITY ANALYSIS OF UNBONDED PARTIALLY PRESTRESSED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 36-38. doi: 10.13204/j.gyjz200401010

Citation:

Zhang Junzhi, Su Xiaozu. SYSTEM RELIABILITY ANALYSIS OF UNBONDED PARTIALLY PRESTRESSED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 36-38. doi: 10.13204/j.gyjz200401010

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SYSTEM RELIABILITY ANALYSIS OF UNBONDED PARTIALLY PRESTRESSED CONCRETE BEAMS

doi: 10.13204/j.gyjz200401010

Zhang Junzhi¹,
Su Xiaozu²

1.
1. College of Civil Engineering and Architecture,Zhejiang University of Technolgy Hangzhou 310014;
2.
2. College of Civil Engineering of Tongji University Shanghai 200092

Received Date: 2002-12-23
Publish Date: 2004-01-20

Abstract

Abstract

According to the basic theory of structural reliability and design theory of unbonded partially prestressed concrete structure, based upon extreme theory of random variable and crack number of beam, the system reliability of an unbonded partially prestressed concrete beam is analyzed.
- unbonded partially prestressed concrete beam,
- extreme theory,
- serviceability limit state,
- reliability