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Evaluation of scalar structure-specific ground motion intensity measures for seismic response prediction of earthquake resistant 3D buildings
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  • Journal title : Earthquakes and Structures
  • Volume 9, Issue 5,  2015, pp.1091-1114
  • Publisher : Techno-Press
  • DOI : 10.12989/eas.2015.9.5.1091
 Title & Authors
Evaluation of scalar structure-specific ground motion intensity measures for seismic response prediction of earthquake resistant 3D buildings
Kostinakis, Konstantinos G.; Athanatopoulou, Asimina M.;
 Abstract
The adequacy of a number of advanced earthquake Intensity Measures (IMs) to predict the structural damage of earthquake resistant 3D R/C buildings is investigated in the present paper. To achieve this purpose three symmetric in plan and three asymmetric 5-storey R/C buildings are analyzed by nonlinear time history analysis using 74 bidirectional earthquake records. The two horizontal accelerograms of each ground motion are applied along the structural axes of the buildings and the structural damage is expressed in terms of the maximum and average interstorey drift as well as the overall structural damage index. For each individual pair of accelerograms the values of the aforementioned seismic damage measures are determined. Then, they are correlated with several strong motion scalar IMs that take into account both earthquake and structural characteristics. The research identified certain IMs which exhibit strong correlation with the seismic damage measures of the studied buildings. However, the degree of correlation between IMs and the seismic damage depends on the damage measure adopted. Furthermore, it is confirmed that the widely used spectral acceleration at the fundamental period of the structure is a relatively good IM for medium rise R/C buildings that possess small structural eccentricity.
 Keywords
structure-specific intensity measures;seismic response;nonlinear time history analysis;scalar ground motion IMs;bidirectional excitation;R/C buildings;
 Language
English
 Cited by
1.
Scalar Structure-Specific Ground Motion Intensity Measures for Assessing the Seismic Performance of Structures: A Review, Journal of Earthquake Engineering, 2016, 1  crossref(new windwow)
2.
Investigation of earthquake angle effect on the seismic performance of steel bridges, Steel and Composite Structures, 2016, 22, 4, 855  crossref(new windwow)
3.
Ground-Motion Prediction Equations based on refined data for dynamic time-history analysis, Earthquakes and Structures, 2016, 11, 5, 779  crossref(new windwow)
4.
A dominant vibration mode-based scalar ground motion intensity measure for single-layer reticulated domes, Earthquakes and Structures, 2016, 11, 2, 245  crossref(new windwow)
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