A modified lateral load distribution model for hollow slab bridges considering the connecting effect of hinge joints

Author:

Guo Aiping,Zhu HaiqingORCID,Jiang Ajuan

Publisher

Elsevier BV

Reference33 articles.

1. Hueste M.B.D., Mander J.B., Terzioglu T., Jiang D.Q., Gauthier J. Spread prestressed concrete slab beam bridges. Technical report from Texas A&M Transportation Institute, 2014. URL: 〈http://tti.tamu.edu/documents/0–6722-1.pdf〉.

2. AASHTO-LRFD live load distribution for beam-and-slab bridges: Limitations and applicability;Yousif;J Bridge Eng,2007

3. Multifractal analytical method and experimental study on crack evolution of dismantled RC hollow-slab beam;Wang;Structures,2022

4. Determining orders of modes sensitive to hinge joint damage in assembled hollow slab bridges;Zhang;J Bridge Eng,2022

5. Concrete bond and behavior of nonproprietary ultrahigh-performance concrete bridge slab joints;Looney;J Bridge Eng,2021

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