General
Design of Latticed Steel Transmission Structures specifies requirements for the design, fabrication, and testing of members and connections for electrical transmission structures. These...

Loading, Geometry, and Analysis
This Standard applies to latticed steel transmission structures. These structures shall be either self-supporting or guyed. They consist of hot-rolled or cold-formed prismatic members...

Design of Connections
Bolted connections for transmission structures are normally designed as bearing type connections. It is assumed that bolts connecting one member to another carry the load in the connection...

Structural Members and Connections Used in Foundations
This chapter specifies design procedures for steel members and connections embedded in concrete foundations or the earth. Additional design requirements for structural members and connections...

Stabilizing Colorado's Rock Slopes by Gluing, Scanning, and Bolting

Finite Element Analysis of Complex, Welded Tubular Joints

Component Design
This chapter discusses component design. Topics include coupling beam design; beam-wall connection design; and wall pier design....

Fatigue Reliability in Welded Joints of Offshore Structures

Structures Congress 2007
The Congress' technical program was designed with the practicing structural engineer in mind while maintaining a rigorous standard for the academic presentations. Topics include:...

Bolt Patterns
This chapter discusses the tabulation of bolt patterns data in Microsoft Excel....

Bolt Threads: Threads versus Strength of Bolt
This chapter discusses the tabulation of bolt threads data in Microsoft Excel....

Bolt Group Pullout: Introduction
This chapter introduces the subject of bolt group pullout....

Bolt Group Pullout
This chapter discusses the tabulation of bolt group pullout data in Microsoft Excel....

Bolt Group Pullout
This chapter discusses the tabulation of bolt group pullout data in Microsoft Excel....

Failures and Problems with Lift-Slab Construction
This chapter provides an overview of failures and problems with lift-slab construction. Topics include jack systems with inadequate take-up devices; the Canadian wedge connection; Serra...

Analysis of Shotcrete Support under Rockburst Conditions

Highly Deformable Shotcrete Lining—Design and Experience

Finite Element Analysis of RC Beam-Column Bridge Connections

Maintenance of Diaphragm-Girder Connections
Fatigue cracking at diaphragm-girder connections and at similar connections of cross-frames and floorbeams have been common in steel highway bridges for the past 20 or 30 years. Fatigue...

Cyclic Behavior of Three-Dimensional Partially-Restrained Composite Connections
This paper describes the test of a full-scale, bi-directional, PR composite beam-to-column connection. The PR connection consisted of continuous reinforcement bars across the column and...

 

 

 

 

Return to search