The Retrofit of Conventional Construction to Withstand Internal Explosions

Externally Bonded Composites for Strengthening Two Concrete T-Beam Bridges

Strengthening a RC Cap Beam Using Fiber-Reinforced Polymer Composites: A Case Study

Hybrid Systems of Concrete and Fiber-Reinforced Polymer

Making the Connection
This article details the results of a pilot research project on the use of polymer composites and high-strength adhesives for the structural repair of damaged steel frame connections....

Covered Bridge Connection (Available in Structural Engineering Special Issue only)
A 145-year-old timber bridge in Downsville, New York, now rests on the longest glue-laminated wood beams ever produced in the United States. Six 53 m (174 ft) long chords were threaded...

Design and Behavior of One-Tier Tiedback Walls

High Strength Concrete
This proceedings, High Strength Concrete, consists of papers presented at the first Engineering Foundation Conference on High Strength Concrete,...

Crowning Achievement
The $800 million Sony Center built in Potsdamer Platz in Berlin is divided into seven structures which are all literally brought together under one roof. The fabric and glass roof, which...

Strengthening Beam-Column Joints with Composites

Back from the Brink
The Cape Hatteras Lighthouse, the tallest brick lighthouse in the United States, has been moved to prevent it from toppling into the sea as a result of coastal erosion. Engineers from...

Shake, Rattle and Hold (Available in Structural Engineering Special Issue Only)
In-situ lateral load tests of two bridge bents were conducted on Interstate 15 in Salt Lake City, Utah, to determine the strength and ductility of an existing concrete bridge and the improvements...

State of the Arts
The complicated structural engineering that went into the Nancy Lee and Perry R. Bass Performance Hall in Fort Worth, Texas, allows patrons and performers to focus fully on the arts, and...

Moment Frame Connection Development and Testing for the City of Hope National Medical Center

Design Philosophy of Semi-Rigid Steel Connections in Seismic Zones

High Rotational Capacity Moment Connections

Proposed Curved Girder Provisions for AASHTO

Design Methodologies to Retrofit Steel Moment Frame Connections

SAC Phase 1 Experimental Investigations of Pre-Northridge and Repaired Beam-Column Connection Subassemblages

Steel Post-Tensioning Tendon Behavior: Up to 35-Year Marine Exposure

 

 

 

 

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