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The paper shows how a beam and column support system for a shear wall can be included in a plane frame analysis. This technique which is valid for both vertical and lateral load can be used to analyse the wall and its support system in one computer run. Comparison with finite element results illustrates the accuracy. I.A. MacLeod and D.R. Green
The analysis of the elastic earthquake respmse of non-symmetric multi-storey structures is presented, with consideration of the partial restraint of the structure in the subgrade. The analysis is based on the continuous connection method, using the normal modes of the structure. Several numerical examples represent the influence of the structure's eccentricity and the subgrade's rigidity on the response. E. Mendelson and M. Baruch
This paper describes the analysis of Gateshead Highway, an elevated urban road viaduct. The viaduct is a multicellular box of prestressed concrete with complex ramp intersections. The analysis was carried out using an equivalent grillage and this was justified by comparing it with a more sophisticated conceptual model, and with the results of model tests. W.J.R. Smyth and S. Srinivasan