Various Bridge Design Issues, Issue 1688 |
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Page 46
... connections used to connect stringers to floor beams in steel railroad bridges is described . The tests examined connections that could be used for either new construction or replacement of old , damaged connections . Double - angle ...
... connections used to connect stringers to floor beams in steel railroad bridges is described . The tests examined connections that could be used for either new construction or replacement of old , damaged connections . Double - angle ...
Page 47
... connection categories ( 1 ) . SR - STRESS RANGE MPa University of Nevada , Reno . The objectives of this research were as follows : Build two full - scale , double - angle railroad bridge connections representing the connection type ...
... connection categories ( 1 ) . SR - STRESS RANGE MPa University of Nevada , Reno . The objectives of this research were as follows : Build two full - scale , double - angle railroad bridge connections representing the connection type ...
Page 134
concrete - continuity connections are placed , thus preventing premature flexural stressing of fresh concrete . With respect to achieving continuity connections free of early - age cracking , Procedure 3 has two primary advantages ...
concrete - continuity connections are placed , thus preventing premature flexural stressing of fresh concrete . With respect to achieving continuity connections free of early - age cracking , Procedure 3 has two primary advantages ...
Contents
Transverse Cracking in Concrete Bridge Decks | 21 |
Cyclic Testing of SteelLatticed Members for the | 38 |
Large Studs for Composite Action in Steel Bridge Girders | 53 |
Copyright | |
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Common terms and phrases
abutment analysis method analytical model angle approach slabs axle axle load bearings behavior bridge deck Bridge Design capacity compression concrete deck connections construction damage deck plate deck slab deflections displacement distribution factors dynamic earthquake effects elastic end span Engineering evaluation expansion joints experimental fatigue flange flexural floor beams GDFs highway bridges impact factor inelastic jointless bridges kips linear linear elastic live load longitudinal maximum MBEJ measured midspan nonlinear orthotropic decks parameters percent placement predicted prestressed concrete prestressed girders procedure pushover analysis resistance response retrofit ribs rotation SAN DIEGO seismic seismic analysis seismic retrofit shear design shear reinforcement shear strength shear stress shown in Figure shrinkage specimens steel girder bridges strain strain gauges stress range stringers Structural Journal structure studs superload superstructure surface tensile tensile stresses test results tion tower transverse cracking truck truckload truss ultimate strength UNIVERSITY V₁ values vertical Washington welded WSDOT