DOI: 10.5176/2301-394X_ACE15.162
Authors: Jonghwan Park and Dae-Jin Kim
Abstract:
This paper investigates the performances of the two approaches proposed by Heidebrecht and Smith [1] and Lee et al. [4] by conducting a series of static and modal analyses on a model problem of high-rise wall-frame structures. The accuracies of the two approaches are evaluated by comparing their analysis results with the reference solutions obtained from a standard two-dimensional frame finite element analysis. The results of the analysis show that the Lee et al.’s approach can accurately describe the structural behavior of wall-frame structures in case that the height of the building is sufficiently high.
Keywords: wall-frame structure; shear deformation; static analysis; modal analysis; finite element; Euler-Bernoulli beam
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