Testing: New System Detects Cracks in Bridges

Bridges: South Carolina Moves forward with Seismic Design Specifications

Materials: Full-Scale Bridge Puts CFRP Reinforcement to Test

Geotechnical Aspects of Beach Restoration
Large-scale beach restoration undertaken by the U.S. Army Corps of Engineers in Florida requires millions of cubic yards of beach quality sand. Exploration for these sand resources starts...

Carolina Crossing
The designers of a cable-stayed bridge across the Cooper River in South Carolina incorporated stringent seismic criteria to safeguard against potentially devasting earthquakes....

Seismic Engineering: Rounded Corners Help Glass Stand Up to Earthquakes

Uncertainty in Probabilistic Seismic Hazard Analysis

Bayesian Methods for Seismic Fragility Assessment of Lifeline Components

Component Vulnerability Modeling Issues for Analysis of Seismic Risks to Transportation Lifeline Systems

Life Safety Risk Criteria in Seismic Decisions

Environmental Technology Verfication Report for Installation of Silt Fence Using the Tommy Static Slicing Method
Prepared by the Environmental Technology Evaluation Center (EvTEC), a CERF Innovation Center. This verification report describes a field evaluation...

Evaluation of the CON/SPAN Wingwall System
This evaluation was performed on CON/SPAN Wingwalls, precast concrete end walls for the CON/SPAN Bridge System developed, designed, and supplied by CON/SPAN Bridge System, Inc....

Comparison of Concrete Models for Cyclic Loading

2D and 3D Multi-Directional Cracked Concrete Model under Reversed Cyclic Stresses

Post-Peak Cyclic Behavior and Ductility of Reinforced Concrete Columns

Finite Element Analysis of Reinforced Concrete in Bridge Seismic Design Practice

Smeared Fracture FE-Analysis of Reinforced Concrete Structures—Theory and Examples

Finite Element Analysis of RC Beam-Column Bridge Connections

Development of Lattice Equivalent Continuum Model for Analysis of Cyclic Behavior of Reinforced Concrete

RC Beam-Column FE Including Bond-Slip

 

 

 

 

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