This paper is intended to demonstrate conventional and reliability-based approaches to the collapse cause assessment in order to identify the eects of mis-installed bracket and H-beam members on the collapse of a steel truss bridge over the Han river in Korea only 15 years after opening to trac. Bas
โฆ LIBER โฆ
Monitoring-Based Fatigue Reliability Assessment of Steel Bridges: Analytical Model and Application
โ Scribed by Ni, Y. Q.; Ye, X. W.; Ko, J. M.
- Book ID
- 121762391
- Publisher
- American Society of Civil Engineers
- Year
- 2010
- Tongue
- English
- Weight
- 693 KB
- Volume
- 136
- Category
- Article
- ISSN
- 0733-9445
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