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Journal of Bridge Engineering (ASCE) - v. 26, n. 9 (September 2021)

Published:	September 2021

Articles in this Issue

Author(s)	Title	Page(s)
Stawska, Sylwia / Nowak, Andrzej S. / Chmielewski, Jacek / Babu, Anjan Ramesh	Bridge Rating for Vehicles with Grandfather Provisions	04021066
Zhang, Zhitian / Zeng, Jiadong / Zhu, Ledong / Ge, Yaojun	Buffeting-Induced Resonances of Hangers at a Long-Span Suspension Bridge and Mitigation Countermeasure	04021064
Wu, Guang-Ming / Yi, Ting-Hua / Yang, Dong-Hui / Li, Hong-Nan / Liu, Hua	Early Warning Method for Bearing Displacement of Long-Span Bridges Using a Proposed Time-Varying Temperature–Displacement Model	04021068
Ravazdezh, Faezeh / Seok, Seungwook / Haikal, Ghadir / Ramirez, Julio A.	Effect of Nonstructural Elements on Lateral Load Distribution and Rating of Slab and T-Beam Bridges	04021063
Wootton, Nikolaus / Fam, Amir / Green, Mark / Jawdhari, Akram / Sarhat, Salah	Field Testing and Dynamic Response of Full-Scale GFRP-Reinforced Concrete Guideway under Monorail Train	04021061
Al-Kaimakchi, Anwer / Rambo-Roddenberry, Michelle	Full-Scale AASHTO Type II Girders Prestressed with Stainless Steel Strands	04021065
Hwang, Doyun / Kim, Sunjoong / Kim, Ho-Kyung	Long-Term Damping Characteristics of Twin Cable-Stayed Bridge under Environmental and Operational Variations	04021062
Dawood, Asala Asaad / Abdul-Razzaq, Khattab Saleem	Shear Friction and Strut-and-Tie Modeling Verification for Pier Caps	04021059
Li, Shengyu / Lim, Erwin / Shen, Linbai / Hong, Yu / Pu, Qianhui	Strut-and-Tie Model-Based Prestress Design for the Cable–Pylon Anchorage Zone of Cable-Stayed Bridges	04021069
Zhu, Li / Su, Ray Kai-Leung / Huo, Jin-Xin / Wang, Guang-Ming	Test of the Long-Term Behavior of Curved Steel–Concrete Composite Box Beams: Case Study	05021009
Arsalan Khan, M.	Toward Key Research Gaps in Design Recommendations on Flexurally Plated RC Beams Susceptible to Premature Failures	04021067
Oppong, Kofi / Saini, Dikshant / Shafei, Behrouz	Ultrahigh-Performance Concrete for Improving Impact Resistance of Bridge Superstructures to Overheight Collision	04021060

About this
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IssueID
58768
Published on:
09/07/2021
Last updated on:
09/07/2021

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