Comparison of Hydrodynamic Parameters for a Floating Breakwater
The U. S. Army Engineer Research and Development Center is in the process of developing a Rapidly Installed Breakwater System (RIBS) for use in Joint Logistics Over the Shore Operations...

Post-Peak Analysis of Reinforced Concrete Using Localization Signal

Finite Element Analysis of RC Beam-Column Bridge Connections

Modeling of Shear Beahvior of RC Bridge Structures

Ductility and Failure Modes of Single Reinforced Concrete Columns

Response Analysis of Reinforced Concrete Frames in Railroad Viaducts Damaged by the Hyogo-Ken-Nanbu Earthquake

Size Effect in Shear Strength of RC Beams: Experiment, FE Analysis, and Design Formula

Three-Dimensional Shear Failure of RC Columns after Cyclic Loading

Control of Residual Displacements of RC Piers by Prestressing

Relationship between Bond and Splitting Force of Deformed Bars with Various Surface Deformations

Geotechnical Surgery: A Case History

Sinkhole Remediation beneath a Damaged Structure

Design Analysis & Field Verification of Alameda Corridor Retaining Walls

Lime Cement Columns for the Reconstruction of Interstate 15 in Salt Lake City, Utah

Design and Construction of a Jet-Grouted Excavation Support Wall in an Urban Environment

Modeling of Inelastic Behavior of RC Structures under Seismic Loads
Proceedings of the U.S.–Japan Seminar on Post-Peak Behavior of Reinforced Concrete Structures Subjected to Seismic Loads: Recent Advances and Challenges on Analysis and Design, held in...

Stronger Longer
Like many older concrete bridges, the Sierrita de la Cruz Creek Bridge, a 1957 crossing near Amarillo, Texas, suffered from concrete deterioration. When the Texas Department of Transportation...

Redesigning the San Roque Dam
Engineers updated a 20-year-old design for the San Roque Dam in the Philippines to save time and money and improve the dam's ability to withstand earthquakes. The structure...

Symptom-Based Reliability of Aging Infrastructure Systems
Ideally, aging infrastructure systems should be monitored for safety and repaired in case of need. Eventually, authors believe that symptom-based reliability will be useful for safety...

Cross-Frame and Diaphragm Behavior in Skewed Bridges
The author examines the existing specifications and guidance for bracing provisions by AASHTO, AISC, and TxDot, and the need for developing bracing requirements....

 

 

 

 

Return to search