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Behavior of semi-rigid connections and semi-rigid frames
The Structural Design of Tall and Special Buildings, 2012Amir Saedi Daryan +4 more
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Channel frames with semi-rigid joints
Computers & Structures, 2001Abstract The analysis and tests of cold-formed thin-walled channel frames including nonlinear flexible or semi-rigid connection behaviour is presented. The semi-rigid connection behaviour is modelled using a mathematical approximation of the connection flexibility or moment–rotation relationship.
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Dimensionnement des assemblages mixtes semi-rigides (I)
1997Keywords: 328/ICOM Reference ICOM-CHAPTER-1996-003 Record created on 2008-01-24, modified on 2016-08 ...
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Semi-Rigid Connections in Steel Frames
2000The purpose of this chapter is to present the interaction of the steel frames and their joints and to describe an acceptable method of joint design. A key problem in dealing with joints is their classification, the basis of which is described in the Eurocodes and other available design codes in a variety of different ways.
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Semi-Rigid Joints in Structural Steelwork
2000Semi-Rigid Connections in Steel Frames (M Ivanyi).- Integration of the Joint Actual Behaviour into the Frame Analysis and Design Process (J-P. Jaspart).- Procedures to Verify Rotation Capacity (U. Kuhlmann and F. Kuhnemund).- Column Base Modelling (F. Wald).- Numerical Simulation: Principles, Methods and Models (C.C. Baniotopoulos).
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