MÉTODO DE DISEÑO SÍSMICO BASADO EN DESPLAZAMIENTOS PARA MARCOS DE CONCRETO REFORZADO
作者： Saúl López , Gustavo Ayala Milián
DOI: 10.18867/RIS.88.11
关键词: Mode (statistics) 、 Geometry 、 Seismic analysis 、 Bilinear interpolation 、 Limit state design 、 Structure (category theory) 、 Yield (engineering) 、 Displacement (vector) 、 Consistency (statistics) 、 Structural engineering 、 Physics
摘要: An innovative displacement based seismic design method for reinforce concrete framed structures is presented. Its formulation on the concept of reference system, which relies characterization structural response by means elastic and inelastic properties fundamental mode. The proposed consists in construction a bilinear curve spectral accelerations vs displacements; yield defined consistency with geometry structure its components, ultimate limited according to target drift associated limit state considered. elements are designed forces obtained from simplified analysis demands such curve.
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