Evaluation of the Benefit of Strengthening Existing Beam - Column Welds
Reduced Beam Section Connections for Steel SMRFs
Impact Response of Concrete Beams Externally Reinforced with Fiber Reinforced Plastics
Blast Response of Concrete Beams and Slabs Externally Reinforced with Fiber Reinforced Plastics (FRP)
An Overview of Japanese Research on
Analysis of Beam-Column Joints in Hybrid Structures
Behavior of Composite Structures Under Cyclic Loading
Bolted Connection Devices for Damaged Welded Moment Connections
Analytical Methods for Advanced Composite Materials - State of the Art
Split-Tee Seismic Connections for CFT Column-WF Beam MRFs
Cyclic Behavior of High Strength Concrete Joints
Modeling the Behavior of HSC Beam to Column Connections Under Cyclic Loads
An Engineering Approach for Design of FRP Beams
Composite Supercolumns and Steel Diagonals Retrofit a 47-Story Steel Framed Structure
Bulb-Tees Make More Efficient Long-Span Bridges
The bulb-tee girder has helped erect new bridges with fewer I-beams, and is also shown in studies to be a structurally efficient, cost-effective alternative for long-span bridges....
Timber!
For engineers accustomed to working with steel, using large wood beams in structural applications can be an unusual experience. Three Midwestern construction projects�a nature center,...
Studies of Composite Construction at Illinois and Lehigh, 1940?1978
Some Research on Composite Structures in the U.K., 1960?1985
Review of the Development of Composite Structures in Germany 1950?1990
Slim Floors - System Behaviour and Fire Resistance of Hollow Core Slabs on Flexible Beams
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