Search
Now showing items 1-7 of 7
Experimental Fatigue Evaluation of Welded Connections in Cantilevered Steel Sign Structures
Publisher: American Society of Civil Engineers
Abstract: Cantilevered steel sign structures, commonly used to support freestanding signs, are flexible, have low damping, and can be prone to fatigue-type failure as a result of wind-induced vibration. A sleeve connection, involving ...
Welded Sleeve Connection Design of Cantilevered Steel Sign Structures
Publisher: American Society of Civil Engineers
Abstract: Cantilevered steel sign structures are widely used for on-premises freestanding signs. A welded sleeve connection detail is commonly used to splice pipes of different diameters. This type of structure can be flexible and ...
Effect of Beam Tension on Cyclic Performance of WUF-W Steel Moment Connection
Publisher: American Society of Civil Engineers
Flexural Tests and Associated Study of a Full-Scale 65-kW Wind Turbine Tower
Publisher: American Society of Civil Engineers
Abstract: Full-scale static test to failure was conducted on a 21.9-m-long 65-kW wind turbine tower to evaluate the flexural strength and failure mode. The test was conducted in a displacement-control mode. The flexural limit state ...
Effects of Fabrication Procedures on Fatigue Resistance of Welded Joints in Steel Orthotropic Decks
Publisher: American Society of Civil Engineers
Abstract: A common practice for the fabrication of steel orthotropic bridge decks in the United States is to use 80% partial joint penetration (PJP) groove welds between the closed ribs and deck plate. However, it is difficult to ...
Evaluation of Sloped RBS Moment Connections
Publisher: American Society of Civil Engineers
Abstract: AISC 358 provides steel connections that are prequalified for use in special and intermediate moment frames (SMF and IMF). Implicit in this standard is that the beam and column are orthogonal to each other in the elevation ...
Evaluation of Sloped RBS Moment Connections
Publisher: American Society of Civil Engineers
Abstract: AISC 358 provides steel connections that are prequalified for use in special and intermediate moment frames (SMF and IMF). Implicit in this standard is that the beam and column are orthogonal to each other in the elevation ...