Flexural strength of continuous bridge girders - Avoiding the penalty in the AASHTO LRFD specifications

PCI Journal

Volumn 47, Issue 4, 2002, Pages 138-141

  Girgis, Amgad ^a   Sun, Chuanbing ^a   Tadros, Maher K ^a  

^a NONE

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0036630452     PISSN: 08879672     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Review

References (13)

1. Nonlinear continuity analysis of precast, prestressed concrete girders with cast-in-place decks and diaphragms
2. Restraint moments in precast/prestressed concrete continuous bridges
3. Design and construction considerations for continuous post-tensioned bulb-tee girder bridges
4. Prestressed spliced I-girders: Tenth street viaduct project, Lincoln, Nebraska
5. Unified design recommendations for reinforced, prestressed and partially prestressed concrete bending and compression members
6. Flexural strength according to AASHTO LRFD specifications
7. Effective compression depth of T-sections at nominal flexural strength
8. Unified design provisions for reinforced and prestressed concrete flexural and compression members