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The Numerical Study of Base-Isolated Buildings Under Near-Field and Far-Field Earthquakes
The behavior of base-isolated building frame is investigated with the help of a numerical study for far-field and near-field earthquakes with directivity and fling-step effects. Both design-level and extreme-level earthquakes are considered. Selected response parameters are peak floor displacement,...
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Published in: | Journal of earthquake engineering : JEE 2018-07, Vol.22 (6), p.989-1007 |
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container_title | Journal of earthquake engineering : JEE |
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creator | Bhandari, M. Bharti, S. D. Shrimali, M. K. Datta, T. K. |
description | The behavior of base-isolated building frame is investigated with the help of a numerical study for far-field and near-field earthquakes with directivity and fling-step effects. Both design-level and extreme-level earthquakes are considered. Selected response parameters are peak floor displacement, acceleration, base shear, and isolator displacement. Inelastic behavior of base-isolated structure during the earthquake is investigated performing nonlinear time history analysis of a ten-story building frame. This study shows that base isolation is not effective for near-field earthquakes. Even for design-level earthquake, the frame gets significantly into inelastic range for earthquakes with fling-step effect. |
doi_str_mv | 10.1080/13632469.2016.1269698 |
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subjects | Base Isolation Base-Isolated Structure Building frames Buildings Design Displacement Earthquakes Far- and Near-Field Earthquakes Inelastic Deformation Nonlinear analysis Numerical Study Seismic activity Seismic design Seismic isolation Seismic response |
title | The Numerical Study of Base-Isolated Buildings Under Near-Field and Far-Field Earthquakes |
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