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180602s2018 nyu o 000 0 eng d |
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|a EBLCP
|b eng
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|a 1947083392
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|a 9781947083394
|q (electronic bk.)
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|a (OCoLC)1038490669
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|a TG153
|b .L8 2018eb
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|a TEC
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|2 bisacsh
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0 |
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|a 624.2027273
|2 23
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|a UAMI
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|a Noori, Mohammed.
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|a Multi-Scale Reliability and Serviceability Assessment of in-Service Long-Span Bridges.
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|a New York :
|b Momentum Press,
|c 2018.
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|a 1 online resource (170 pages)
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336 |
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|a text
|b txt
|2 rdacontent
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|a computer
|b c
|2 rdamedia
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|a online resource
|b cr
|2 rdacarrier
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|a Print version record.
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|a Cover; Contents; List of Figures; List of Tables; Acknowledgments; Chapter 1: Introduction; Chapter 2: Fatigue Reliability Assessment of Welded Steel Bridge Decks Under Stochastic Truck Loads; Chapter 3: First-Passage Probability of the Deflection of a Cable-Stayed Bridge Under Long-term Site-Specific Traffic Loading; Chapter 4: Dynamic Reliability Evaluation of the Serviceability of Cable-Supported Bridges Under Site-Specific Heavy Traffic Loads; Chapter 5: Lifetime Deflections of Long-Span Bridges Under Dynamic and Growing Traffic Load.
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|a Chapter 6: System Reliability Evaluation of in-Service Cable-Stayed Bridges Subject to Cable Degradation Via A Machine Learning Based ToolAbout the Authors; Index; Adpage; Backcover.
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|a A large number of long-span bridges are under construction or have been constructed all over the world. The steady increase in traffic volume and gross vehicle weight has caused a threat to the serviceability or even safety of in-service bridges. Therefore, ensuring the safety and serviceability of these bridges has become a growing concern. In particular, long-span suspension bridges support heavy traffic volumes and experience considerable wind loads on the bridge deck on a regular basis. Excessive dynamic responses may cause large deformation and undesirable vibration of the stiffening girders. In practice, a bridge suffers from multiple types of loadings in the life cycle. In this book, a multiscale reliability method is presented for the safety assessment of long-span bridges. The multiscale failure condition of stiffness girders is the first-passage criteria for the large-scale model and the fatigue damage criteria for the small-scale model. It is the objective of this book to provide a more in-depth understanding of the vehicle-bridge interaction from the random vibration perspective. This book is suitable for adoption as a text book or a reference book in an advanced structural reliability analysis course. Furthermore, this book also provides a theoretical foundation for better understanding of the safety assessment, operation management, maintenance and reinforcement for long-span bridges and motivates further research and development for more advanced reliability and serviceability assessment techniques for long-span bridges.
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590 |
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|a eBooks on EBSCOhost
|b EBSCO eBook Subscription Academic Collection - Worldwide
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650 |
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|a Bridges
|x Reliability.
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650 |
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|a Long-span bridges
|x Reliability.
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650 |
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6 |
|a Ponts
|x Fiabilité.
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650 |
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|a Ponts à grande portée
|x Fiabilité.
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650 |
|
7 |
|a TECHNOLOGY & ENGINEERING
|x Civil
|x General.
|2 bisacsh
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650 |
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7 |
|a Bridges
|x Reliability.
|2 fast
|0 (OCoLC)fst00838792
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776 |
0 |
8 |
|i Print version:
|a Noori, Mohammed.
|t Multi-Scale Reliability and Serviceability Assessment of in-Service Long-Span Bridges.
|d New York : Momentum Press, ©2018
|z 9781947083387
|
856 |
4 |
0 |
|u https://ebsco.uam.elogim.com/login.aspx?direct=true&scope=site&db=nlebk&AN=1806046
|z Texto completo
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938 |
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|a Askews and Holts Library Services
|b ASKH
|n AH35231749
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938 |
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|a EBL - Ebook Library
|b EBLB
|n EBL5382830
|
938 |
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|a EBSCOhost
|b EBSC
|n 1806046
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994 |
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|a 92
|b IZTAP
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