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Spain-GR-GR Κατάλογοι Εταιρεία
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Εταιρικά Νέα :
- Calculation of the Rotational Stiffness and Moment Capacity of Pinned . . .
This presentation will focus on methods to predict the moment capacity of the pinned column base-plate connections based on AISC code equations In parallel, the comparison between the results of the computed moment capacity and the moment capacity measured during the experiments of this research program will be presented
- AISC Education Archives | American Institute of Steel Construction
The AISC Education Archives contains a collection of recorded webinars, conference proceedings and articles that can be accessed at any time
- Calculation of the Rotational Stiffness and Moment Capacity of . . . - AISC
To bridge this gap, this study has evaluated the rotational stiffness and moment capacity of different pinned column base-plate connections This presentation will focus on methods to predict the moment capacity of the pinned column base-plate connections based on AISC code equations
- Continuing Education | American Institute of Steel Construction
Continuing Education Live Webinars AISC Live Webinars offer the opportunity to learn about a great variety of steel construction topics from industry experts without leaving the office Registrants will be able to submit questions to the presenter during the online presentation Learn more!
- Fundamentals of Connection Design: Fundamental Concepts, Part 1
Fundamentals of Connection Design: Fundamental Concepts, Part 1 This session will provide an overview of basic connection types including tension, compression, framing, and moment connections How to classify beam-to-column connections will be discussed, followed by a review of limit states in the load path Bolt-related limit states and detailing will be reviewed, including discussions on
- Moment Connections, Part 1 | American Institute of Steel Construction
Moment Connections, Part 1 This session will address wind and low-seismic moment connection design Common moment configurations, either with the beam flange welded directly to the column, or with flange plates connecting the beam to the column, will be presented Local limit states for the column will be discussed and applied in a design example
- Partially Restrained and Flexible Moment Connections - AISC
Partially Restrained and Flexible Moment Connections For several years there has been extensive study of the behavior of connections that exhibit some moment restraint while also exhibiting some rotation In past ASD specifications, these connections were called semi-rigid connections
- Got Stiffness? - An Enjoyable Analytical Investigation of Lateral Force . . .
Got Stiffness? - An Enjoyable Analytical Investigation of Lateral Force Resisting Base Plates All steel structures begin with a base plate anchor rods The base plate is an essential part of the structure and is crucial to its performance during a seismic or wind event However, little research has been performed on them, and therefore little is known about the correct modeling and performance
- Strength and Stiffness Requirements for Beam Torsional Bracing . . .
Strength and Stiffness Requirements for Beam Torsional Bracing Effective torsional bracing for stability must satisfy both stiffness and strength requirements The design philosophy for most stability bracing is to provide twice the ""ideal"" stiffness that often limits the member deformation to a value equal to the initial imperfection For beam torsional bracing, computational studies have
- Continuing Education - aisc. org
Comparison of the Stiffness Properties for Various Cross Frame Members and Connections Cross frames improve the stability of steel bridges by providing lateral and torsional restraint along the girder length In order to be an effective brace, the cross frame must satisfy both strength and stiffness requirements While cross frames are often constructed using steel angles to form an X-type
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