Maximum credible damage of RC bridge pier under bi-directional seismic excitation for all incidence angles
作者： Rana Roy , Aparna , Bhattacharya , Gautam Roy
DOI: 10.1016/J.ENGSTRUCT.2017.09.008
关键词: Ground motion 、 Pier 、 Structural engineering 、 Engineering 、 Geotechnical engineering 、 Quantitative assessment 、 Orientation (geometry) 、 Excitation 、 Incidence (geometry)
摘要: … Shake table tests have also been made to understand … (2f) models the vectorial combination of responses in two orthogonal … J ) under unidirectional and bidirectional shaking at selected …
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