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Published in 2019 at "Earthquake Engineering and Engineering Vibration"
DOI: 10.1007/s11803-019-0495-8
Abstract: In Europe, computation of displacement demand for seismic assessment of existing buildings is essentially based on a simplified formulation of the N2 method as prescribed by Eurocode 8 (EC8). However, a lack of accuracy of…
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Keywords:
linear domain;
non linear;
method;
displacement demand ... See more keywords