Various Bridge Design Issues, Issue 1688 |
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Page 116
Jointless Bridges and Bridge Deck Joints in Washington State TABLE 1 Jointless Bridges Inspected During 1997 WSDOT Quality Improvement. JOHN A. VAN LUND AND BARRY B. BRECTO Highlights of a 1997 Quality Improvement Review ( QIR ) of ...
Jointless Bridges and Bridge Deck Joints in Washington State TABLE 1 Jointless Bridges Inspected During 1997 WSDOT Quality Improvement. JOHN A. VAN LUND AND BARRY B. BRECTO Highlights of a 1997 Quality Improvement Review ( QIR ) of ...
Page 119
TABLE 4 Length Limits for WSDOT Jointless Bridges Bridge Type a End - to - end length before expansion joints are required . b Single span only . Use L - abutments with expansion joints for multiple span bridges . FIGURE 3 Rotational ...
TABLE 4 Length Limits for WSDOT Jointless Bridges Bridge Type a End - to - end length before expansion joints are required . b Single span only . Use L - abutments with expansion joints for multiple span bridges . FIGURE 3 Rotational ...
Page 123
... jointless bridges . CONCLUSIONS Semi - integral jointless bridges up to 122 m in length and skews less than 30 degrees have performed well for the past 30 years and should continue to be used . Approach slabs should be used with ...
... jointless bridges . CONCLUSIONS Semi - integral jointless bridges up to 122 m in length and skews less than 30 degrees have performed well for the past 30 years and should continue to be used . Approach slabs should be used with ...
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