Semi-Rigid Joints in Structural Steelwork

1. Front Matter

   Pages ii-xi

   PDF

2. Semi-Rigid Connections in Steel Frames

   • M. Ivanyi

   Pages 1-101

3. Integration of the Joint Actual Behaviour into the Frame Analysis and Design Process

   • J-P. Jaspart

   Pages 103-166

4. Procedures to Verify Rotation Capacity

   • U. Kuhlmann, F. Kühnemund

   Pages 167-225

5. Column Base Modelling

   • F. Wald

   Pages 227-288

6. Numerical Simulation

   • C. C. Baniotopoulos

   Pages 289-347

Definition of semi-rigid steel structural connections, classification and influence to the structural response of sway and non-sway steel frames. Sources of connection compliance, ductility and the application of the component method for characterization of the joint properties. Verification procedures for the available and the required capacity of joints and the design of semi-rigid steel structural connections. Application of the Finite Element Method for the simulation of the structural response of semi-rigid connections taking into account all prominent nonlinear phenomena (cf. e.g. contact, friction and plasticity).

• Building Construction
• Civil Engineering
• building construction
• civil engineering
• construction
• Eurocode
• Eurocode 3
• Fundament
• simulation
• steel

• Budapest University of Technology and Economics, Hungary

  Miklos Ivanyi

• Aristotle University of Thessaloniki, Greece

  Charalambos C. Baniotopoulos

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