Comparison of experimental and analytical load-rating methodologies for a pony-truss bridge

Keyphrases

• Stringer 100%
• Rate Analysis 100%
• Floor Beam 100%
• Load Rating 100%
• Pony 100%
• Truss Bridge 100%
• Composite Action 66%
• Commercially Available 33%
• Pennsylvania 33%
• United States 33%
• Limited Resources 33%
• Design Methodology 33%
• Relative Effect 33%
• Stress Measurement 33%
• Repair Strategy 33%
• Load Factor 33%
• Factor Design 33%
• Truss 33%
• Bridge Structure 33%
• Age Structure 33%
• AASHTO 33%
• Replacement Strategy 33%
• Impact Factor 33%
• Distribution Factor 33%
• Bridge Repair 33%
• Analytical Modeling 33%
• Experimental Field 33%
• Stress Calculation 33%
• Deicing Salt 33%
• Environmental Loading 33%
• Vehicle Loading 33%
• Fixity 33%

Engineering

• Input Parameter 100%
• Composite Action 100%
• Experimental Result 50%
• Bridge Structure 50%
• Distribution Factor 50%
• Load Factor 50%
• Limited Resource 50%
• Factor Design 50%
• Deicing Salt 50%
• Parameter Rating 50%
• Experimental Stress 50%
• United States 50%