摘要: |
;Partial Contents: General Structures (Bridge Aesthetics for Reconstruction of System Interchange at 1-25 and 1-40: New Big 1, Albuquerque New Mexico, Behavior of Integral Abutments Supported by Steel H-Piles 24, Bridge Aesthetics: A Discipline in Need of a More Effective Language, Performance of Schuyler Heim Composite Bridge Deck Replacement: Port of Los Angeles California, Strength of Spandrel Wells in Masonry Arch Bridges); Steel Bridges (Fatigue Analysis and Design of Steel Orthatropic Deck for Bronx-Whitestone Bridge New York City, Influence of Cutout Geometry on Stresses at Welded Rib-to-Diaphragm Connections in Steel Orthatropic Bridge Decks, Simplified Live Load Distribution Factor Equation for Steel Girder Bridges, Influence of Wearing Surfacing on Performance of Orthatropic Steel Plate Decks); Concrete Bridges (Feasibility of Steel Fiber Concrete in End Zones of Posttensioned Bridge Girders: Results of Special Anchorage-Device Acceptance Test, Monitoring Prestressed Concrete Box-Beam Bridge for Superloads; Survey of Current Practice for Design of High-Strength Concrete Prestressed Bridge Girders); Dynamics and Field Testing of Bridges (Dynamic Bridge Substructure Condition Assessment with Hilbert--Huang Transform: Simulated Flood and Earthquake, Damage to Monitor Structural Health and Security, Field Monitoring of Integral Abutment Bridge in Massachusetts, Complementary Application of Radar, Impact-Echo, and Ultrasonics for Testing Concrete Structures and Metallic Tendon Ducts); Seismic Design of Bridges (Seismic Retrofit of Flared Reinforced Concrete Columns in Multispan Viaduct: From Research to Field Implementation); Tunnels and Underground Structures (Decision Aids for Tunneling: Update, Predicting Tunneling-Induced Ground Movement); Culverts and Hydraulic Structures (Deflections of Polyvinyl Chioride Pipes in Clayey Backfill, Field Measurements of Old Brick Cuivert Slip Lined with Corrugated Steel Cuivert); Structural Fiber-Reinforced Plastics (Strengthening Steel Structures and Bridges with High-Modulus Carbon Fiber-Reinforced Polymers: Resin Selection and Scaled Monopole Behavior, Fatigue Behavior of Prestressed Tubular Bridge Deck of Fiber-Reinforced Polymer). |