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Structural Steel and Steel/Concrete Interface Details for Bridges
This report summarizes the research conducted under Task 112-D-5,4, 'Structural Steel and Steel/Concrete Interface Details'. The objective of this task is to assess the seismic performance of details associated with steel bridge towers extending from a massive concrete substructure to the superstructure. Issues addressed include: Identifying the most ductile cross-sections; Investigating the application of eccentrically braced frames; Exploring details to replace buckled plates or shapes following an earthquake; Investigating anchor bolt performance under lateral and uplift loads; Developing economical moment connection details between steel superstructures and concrete substructures.
Structural Steel and Steel/Concrete Interface Details for Bridges
This report summarizes the research conducted under Task 112-D-5,4, 'Structural Steel and Steel/Concrete Interface Details'. The objective of this task is to assess the seismic performance of details associated with steel bridge towers extending from a massive concrete substructure to the superstructure. Issues addressed include: Identifying the most ductile cross-sections; Investigating the application of eccentrically braced frames; Exploring details to replace buckled plates or shapes following an earthquake; Investigating anchor bolt performance under lateral and uplift loads; Developing economical moment connection details between steel superstructures and concrete substructures.
Structural Steel and Steel/Concrete Interface Details for Bridges
P. Ritchie (Autor:in) / N. Kauhl (Autor:in) / J. Kulicki (Autor:in)
1998
88 pages
Report
Keine Angabe
Englisch
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