John Rinne, Former President of ASCE, Dies at 83
Louis Cohen, Retired Federal Official, Dies at 69
Integrated Drainage Design
Hydrology, Hydraulics and CAD
Government Declares War on Pirates
Ocean Energy Recovery
the State of the Art
This book,
Civil Engineering in the Oceans V
This proceedings is a collection of technical papers presented at Civil Engineering in the Oceans V (CEO V) specialty conference held at College Station, Texas on November 2-5, 1992. Initiated...
Pressure Pipeline Design for Water and Wastewater
This committee report,
Structures Congress '92
Compact Papers
These Congresses provide a forum for the practicing engineers, researchers and educators. The involvement of numerous ASCE Divisions has helped to create a program that will appeal to...
Engineering Surveying for Megaprojects with Focus on the Superconducting Super Collider
ASCE Official Register 1992
The OFFICIAL REGISTER is published annually to provide ready access to governing documents, statistics, and general information about ASCE for leadership, members, and staff. It includes...
Federal Research
Opportunities for the Design and Construction Industry
Journal of Professional Issues in Engineering Education and Practice
The Journal of Professional Issues in Engineering Education and Practice presents issues of broad professional interest and diverse views of engineering education, and professional practice. Papers examine...
Calendar: Bridges 1993
Featured bridges are: West Lilac Road Bridge (CA); Pine Bank Arch (NY); South Presa Street Bridge (TX); Peacock Lock (PA); Northampton Bridge (PA); Bridge of the Gods (WA); Main Street...
Safety Factors, Loads, and Impact
The loads given in this chapter are intended for general guidance only (including wind, ice, stream flow, etc.). Maximum deflections and rotations may likewise vary with national codes....
Cables and Anchorages
The following types of cables are generally used in cable stayed bridges: Parallel bars; Parallel seven wire strands; Parallel or semi-parallel wire cables; Locked coil strands and ropes;...
Stability of Cable-Stayed Brides
This chapter deals only with stability under static loadings. For aerodynamic stabilities and stability of structure under seismic loading, see the appropriate chapters. Both the towers...
Dynamic Wind Loads
This chapter is concerned with the motions of cable stayed bridges that arise as a result of wind action. The aerodynamic phenomena that must be considered are vortex shedding, torsional...
Special Considerations for Railroads
In comparison with highway bridges, railroad bridges are generally characterized by a larger ratio between traffic and dead load, larger braking forces, smaller relative width of the bridge...
Seismic Design
For seismic design of cable-stayed bridges, the following characteristics are of importance: The cable-stayed bridges consist of various components with different structural properties;...
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