Proceedings of the 5th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COM 2015
DOI: 10.7712/120115.3658.1316
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Graphical Dynamic Trends for Earthquake Incidence Response of Plan-Asymmetric Systems

Abstract: Abstract. A Graphical Dynamic model is derived to describe the directional

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Cited by 5 publications
(2 citation statements)
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“…The case study structure is a two-ways plan-asymmetric building with eccentric infills in the left and bottom frames, used also in [7]. Previous studies have pointed out the influence of the infills-induced shear failure of the columns, resulting in increased strength and stiffness at low hazard levels, and triggering shear-dominated story mechanisms [15], [16], while the response of the bare frames is characterized by increased flexibility due to bond slip effects [17], [18].…”
Section: Directional Nonlinear Response History Analysesmentioning
confidence: 99%
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“…The case study structure is a two-ways plan-asymmetric building with eccentric infills in the left and bottom frames, used also in [7]. Previous studies have pointed out the influence of the infills-induced shear failure of the columns, resulting in increased strength and stiffness at low hazard levels, and triggering shear-dominated story mechanisms [15], [16], while the response of the bare frames is characterized by increased flexibility due to bond slip effects [17], [18].…”
Section: Directional Nonlinear Response History Analysesmentioning
confidence: 99%
“…The elastic modal torsional trends computed from Graphic Dynamics, [1] - [7], are used as a basis to highlight the inelastic contribution to the overall response and the relevant polarization with the earthquake angle. In performance-based earthquake engineering, the identification of synthetic structural and modal parameters in the linear range is critical for the choice of optimal spectrum-based intensity measures, [8].…”
Section: Introductionmentioning
confidence: 99%