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Using Buckling-Restrained Braces on Long-Span Bridges. II: Feasibility and Development of a Near-Fault Loading Protocol
Publisher: American Society of Civil Engineers
Abstract: Buckling-restrained braces (BRBs) are reliable energy-dissipating axial members that recently became popular in the seismic design of buildings. Using the Vincent Thomas Bridge (VTB) as a case study, this research investigates ...
Using Buckling-Restrained Braces on Long-Span Bridges. I: Full-Scale Testing and Design Implications
Publisher: American Society of Civil Engineers
Abstract: Using the Vincent Thomas Bridge (VTB) as a feasibility case study, near-fault loading protocols for qualifying buckling-restrained braces (BRBs) for use on long-span bridges were developed and are presented in a companion ...
Using Buckling-Restrained Braces on Long-Span Bridges. I: Full-Scale Testing and Design Implications
Publisher: American Society of Civil Engineers
Abstract: Using the Vincent Thomas Bridge (VTB) as a feasibility case study, near-fault loading protocols for qualifying buckling-restrained braces (BRBs) for use on long-span bridges were developed and are presented in a companion ...
Capacity Assessment of V-Shaped RC Bridge Bents
Publisher: American Society of Civil Engineers
Abstract: Assessment of the flexural and shear capacity of two V-shaped RC bridge bents has been validated against experimental results from tests on 1:3-scale specimens. A numerical procedure based on iterative analyses taking into ...
Fan-Shaped Hole Effects on the Aero-Thermal Performance of a Film-Cooled Endwall
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: The present paper investigates the effects of a fan-shaped hole endwall cooling geometry on the aero-thermal performance of a nozzle vane cascade. Two endwall cooling geometries with four rows ...
Inelastic Seismic Response of Bridge Drilled-Shaft RC Pile/Columns
Publisher: American Society of Civil Engineers
Abstract: An analytical model based on a Winkler beam is used to represent the lateral force response of a reinforced concrete (RC) pile in cohesionless soil. An inelastic finite-element analysis was performed on the structure, using ...
Assessment of Shear Forces on Bridge Abutments: Simplified Method
Publisher: American Society of Civil Engineers
Abstract: The conventional application of reduction factors to response spectrum analysis results is inappropriate for the abutment shear forces, which are based on elastic action. On the other hand, adopting the unreduced values ...
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