Non-linear 2DOF system for efficient seismic analysis of vertical soil-nailed walls
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DOI: 10.1080/19648189.2016.1169223
Abstract: New non-linear analysis of a two-degree of freedom (2DOF) system is proposed to evaluate the seismic deformation of soil-nailed structures. The proposed method satisfactorily predicted the deformation of a soil-nailed structure under earthquake action and… read more here.
Keywords: soil nailed; 2dof system; analysis; non linear ... See more keywords