Description
Stability Design of Steel Frames
Author: Chen Wai-Kai
Language: English
Subject for Stability Design of Steel Frames:
Keywords
Semi-rigid Frames; Elastic Plastic Hinge Analysis; Lateral Torsional Buckling; Ultimate Moment Capacity; Seat Angle Connection; Double Web Angle Connection; Double Web Angle; Effective Length Factor; Web Angle; Moment Amplification Factor; Pseudo Load; Slope Deflection Equation; Plastic Hinge Analysis; Panel Zone; PR; Connection Stiffness; Unbraced Frame; Angle Connection; Newmark Method; Semi-rigid Connections; Alignment Chart; End Plate Connections; Initial Connection Stiffness; Top Angle; Seat Angle
Publication date: 11-2017
· 15.6x23.4 cm · Hardback
· 15.6x23.4 cm · Hardback
Description
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Stability Design of Steel Frames provides a summary of the behavior, analysis and design of structural steel members and frames with flexibly-jointed connections. The book presents the theory and design of structural stability and includes extensions of computer-based analyses for individual members in space with imperfections. It also shows how connection flexibility influences the behavior and design of steel frames and how designers must consider this in a limit-state analysis and design procedure. The clearly written text and extensive bibliography make this a practical book for advanced students, researchers and professionals in civil and structural engineering, as well as a useful supplement to traditional books on the theory and design of structural stability.
1. Analysis of Beam-Columns 2. Design of Beam-Columns 3. Second-Order Rigid Frame Analysis 4. Simplified Second-Order Rigid Frame Analysis 5. Behavior and Modeling of Semi-Rigid Connections 6. Analysis of Semi-Rigid Frames 7. Design of Semi-Rigid Frames
Wai-Kai Chen
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