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The book begins with an introductory chapter to provide you with background knowledge of the different types of steel frames. The following chapter introduces the elastic stiffness equation for beam element, both general and special form is explained, before providing you with application examples of the equation. Next, Beam-column sections are discussed with reference to yielding and hysteric models. The following chapters cover the ‘elasto-plastic stiffness equation for beam element’, and the ‘elastic and elasto-plastic stiffness equations for column element’. Joint panels and beam-to-column connections and their effects on the stiffness of beam columns and beam drift are presented. The concluding chapters focus on the planar frame system and different methods of analysis including elastic analysis, nonlinear analysis, and seismic analysis of stability. The super-FEM model is introduced in the final chapter, and its principles and analysis procedure are discussed in detail.
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