Various Bridge Design Issues, Issue 1688 |
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Page 46
... developed by this type of connection , causing additional flexural stresses , which , in turn , can produce fatigue damage by exceeding the constant amplitude fatigue limit . The amount of the transferred moment was estimated in the ...
... developed by this type of connection , causing additional flexural stresses , which , in turn , can produce fatigue damage by exceeding the constant amplitude fatigue limit . The amount of the transferred moment was estimated in the ...
Page 53
... developed . The most common diameters of steel shear studs used in composite bridge construction are 19.1 mm ( 1ā4 in . ) and 22.2 mm ( 1ā4 in . ) , with a general height of 127 mm ( 5 in . ) . The strength of the proposed 31.8 - mm ( 1 ...
... developed . The most common diameters of steel shear studs used in composite bridge construction are 19.1 mm ( 1ā4 in . ) and 22.2 mm ( 1ā4 in . ) , with a general height of 127 mm ( 5 in . ) . The strength of the proposed 31.8 - mm ( 1 ...
Page 124
... developed only in the last few years and are rather limited . Many of the state specifications are derived from a ... developed that produces stress ranges in the MBEJ components and connections approximately equal to the dynamic stress ...
... developed only in the last few years and are rather limited . Many of the state specifications are derived from a ... developed that produces stress ranges in the MBEJ components and connections approximately equal to the dynamic stress ...
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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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 Vā values vertical Washington welded WSDOT