Abstract
This chapter introduces the classical methods as well as the modern computational
approach for tall building analysis. The structural behaviour of basic structural elements as well
as sub-systems and joints are discussed in detail. The second-order effect with respect to large
deformation which is important for steel structures is also discussed in this chapter. The
materials in this chapter can greatly enhance the application of computer programs for the
analysis of complicated tall buildings.
Keywords: Buckling, Construction sequence, Elastic analysis, Load path, Lateral load analysis, Moment distribution, Rigid and semi-rigid joint, Rigid and semi-rigid diaphragm, Second order effect.
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