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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
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Published in 2020 at "Journal of Earthquake Engineering"
DOI: 10.1080/13632469.2020.1772149
Abstract: Due to soil -structure-interaction (SSI), the seismic lateral structural deformations may be substantially different from the ones traditionally calculated from the fixed-base structure on free-fie...
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Keywords:
flexible base;
base;
base structures;
partitioning displacement ... See more keywords
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Published in 2019 at "Advances in Civil Engineering"
DOI: 10.1155/2019/1396019
Abstract: The nonlinear seismic displacement demand prediction for low-period structures, i.e., with an initial fundamental period situated in the plateau of design response spectra, is studied. In Eurocode 8, the computation of seismic displacement demands is…
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Keywords:
plateau;
demand;
response spectra;
displacement demand ... See more keywords