๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Monitoring-Based Fatigue Reliability Assessment of Steel Bridges: Analytical Model and Application

โœ 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

No coin nor oath required. For personal study only.


๐Ÿ“œ SIMILAR VOLUMES


Reliability-based fatigue failure analys
โœ Hyo-Nam Cho; Jong-Kwon Lim; Hyun-Ho Choi ๐Ÿ“‚ Article ๐Ÿ“… 2001 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 650 KB

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

Bridge fatigue reliability assessment us
โœ Kihyon Kwon; Dan M. Frangopol ๐Ÿ“‚ Article ๐Ÿ“… 2010 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 735 KB

This paper focuses on fatigue reliability assessment of steel bridges by using probability density functions of equivalent stress range based on field monitoring data. To date, existing steel bridges have experienced fatigue cracks initiated and propagated. As a result, bridge structural integrity m