Contribution of Transverse Tie Bars to Load Transfer in Adjacent Prestressed Box-Girder Bridges with Partial Depth Shear Key

Journal of Performance of Constructed Facilities

Volumn 31, Issue 2, 2017, Pages

  Hussein, Husam H ^a   Sargand, Shad M ^a   Al Jhayyish, Anwer K ^a   Khoury, Issam ^a  

^a US Institute of Navigation   (United States)

Author keywords

Adjacent box girder; Bridge connection; Dynamic load allowance (DLA); Finite element model (FEM); Load transfer mechanism; Precast concrete bridge; Shear key; Tie bar; Transverse posttensioning (TPT)

Indexed keywords

BEAMS AND GIRDERS; BRIDGE DECKS; BRIDGES; CONCRETE BEAMS AND GIRDERS; CONCRETE BRIDGES; CONCRETES; DYNAMIC LOADS; DYNAMICS; FINITE ELEMENT METHOD; LOADS (FORCES); PRECAST CONCRETE; PRESTRESSED CONCRETE; STEEL BRIDGES; TRUCKS;

BOX GIRDER; BRIDGE CONNECTIONS; DYNAMIC LOAD ALLOWANCE; LOAD TRANSFER MECHANISM; POSTTENSIONING; SHEAR KEY; TIE BAR;

BOX GIRDER BRIDGES;

EID: 85016016814     PISSN: 08873828     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)CF.1943-5509.0000973     Document Type: Article

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