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Bridge Engineering Conference (2nd). Volume 2
The papers in this report deal with the following areas: fatigue behavior of weathered steel components; fatigue strength of weathered and deteriorated riveted members; stresses in hanger plates of suspended bridge girders; design of the cable-stayed girder weirton-steubenville bridge; design of the cable-stayed Mississippi river bridge at Quincy, Illinois; deflections and camber loss in heat-curved girders; observations from tests on a segmental bridge; problems in designing prestressed segmental concrete bridges; edge-stiffening effect of New Jersey barrier walls on cantilever slabs; proposed replacement of AASHTO girders with new optimized sections; proposed limit state strength evaluation of existing reinforced-concrete bridges; thermal effects in concrete bridge superstructures; fatigue behavior of welded wrought-iron bridge hangers; evaluation and field testing of the Dan Ryan rapid transit structure; post-construction evaluation of the Fremont bridge; dynamic load testing of highway bridges; riprap stability analysis; analysis of commonly used riprap design guides based on extended shields diagram; assessing vulnerability of bridges to floods; computer-based prediction of alluvial riverbed changes; modeling general scour at bridge crossings; and mathematical model for estimating scour through bridge crossings.
Bridge Engineering Conference (2nd). Volume 2
The papers in this report deal with the following areas: fatigue behavior of weathered steel components; fatigue strength of weathered and deteriorated riveted members; stresses in hanger plates of suspended bridge girders; design of the cable-stayed girder weirton-steubenville bridge; design of the cable-stayed Mississippi river bridge at Quincy, Illinois; deflections and camber loss in heat-curved girders; observations from tests on a segmental bridge; problems in designing prestressed segmental concrete bridges; edge-stiffening effect of New Jersey barrier walls on cantilever slabs; proposed replacement of AASHTO girders with new optimized sections; proposed limit state strength evaluation of existing reinforced-concrete bridges; thermal effects in concrete bridge superstructures; fatigue behavior of welded wrought-iron bridge hangers; evaluation and field testing of the Dan Ryan rapid transit structure; post-construction evaluation of the Fremont bridge; dynamic load testing of highway bridges; riprap stability analysis; analysis of commonly used riprap design guides based on extended shields diagram; assessing vulnerability of bridges to floods; computer-based prediction of alluvial riverbed changes; modeling general scour at bridge crossings; and mathematical model for estimating scour through bridge crossings.
Bridge Engineering Conference (2nd). Volume 2
J. M. Barsom (Autor:in) / J. M. M. Out (Autor:in) / J. W. Fisher (Autor:in) / B. T. Yen (Autor:in) / J. R. Bellenoit (Autor:in)
1984
271 pages
Report
Keine Angabe
Englisch
Bridge Engineering Conference (2nd). Volume 1
NTIS | 1984
|Bridge Engineering Conference (3rd). Volume 1
NTIS | 1990
Wiley | 1999
Wiley | 1999