Development of Improved Frequency Expressions for Composite Horizontally Curved Bridges with High-Performance Steel Girders-Reference-Cited by-同舟云学术

Development of Improved Frequency Expressions for Composite Horizontally Curved Bridges with High-Performance Steel Girders

Published:2018-06-05 Issue:5 Volume:44 Page:4151-4160
ISSN:2193-567X
Container-title:Arabian Journal for Science and Engineering
language:en
Short-container-title:Arab J Sci Eng

Author:

Mohseni Iman,Ahn Yonghan,Kang Junsuk^ORCID

Funder

Ministry of Land, Infrastructure and Transport

2017 Seoul National University Invitation Program for Distinguished Scholars

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Link

http://link.springer.com/content/pdf/10.1007/s13369-018-3356-2.pdf

Reference38 articles.

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2. Sharafbayani, M.; Linzell, D.G.: Optimizing horizontally curved, steel bridge, cross-frame arrangements to enhance construction performance. J. Bridge Eng. (2014). https://doi.org/10.1061/(ASCE)BE.1943-5592.0000593

3. Fatemi, S.J.; Sheikh, A.H.; Ali, M.: Development and application of an analytical model for horizontally curved bridge decks. Adv. Struct. Eng. (2016). https://doi.org/10.1260/1369-4332.18.1.107

4. Sennah, K.; Kennedy, J.B.: Shear distribution in simply-supported curved composite cellular bridges. J. Bridge Eng. 3(2), 47 (1998). https://doi.org/10.1061/(ASCE)1084-0702(1998)

5. America Association of State Highway and Transportation Officials. AASHTO Load Factor Design, Bridge Design Specifications, 16th edn., Washington, DC (1996)

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