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interstory drift

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Journal Article
Published: 01 August 2011
Earthquake Spectra (2011) 27 (3): 661–682.
...Edén Bojórquez; Amador Terán-Gilmore; Sonia E. Ruiz; Alfredo Reyes-Salazar The structural reliability in terms of maximum interstory drift—and, alternatively, in terms of plastic hysteretic energy—is evaluated for six regular moment-resisting steel frames designed according to the Mexico City...
FIGURES | View All (14)
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Landers motion: first floor <span class="search-highlight">interstory</span> <span class="search-highlight">drift</span>. (a) DDPS <span class="search-highlight">drift</span> measurement wi...
Published: 01 November 2017
Figure 14. Landers motion: first floor interstory drift. (a) DDPS drift measurement with and without local rotation correction; (b) comparison of actual interstory drift from string encoders with DDPS measured drift; (c) measurement error.
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Landers motion: second floor <span class="search-highlight">interstory</span> <span class="search-highlight">drift</span>. (a) DDPS <span class="search-highlight">drift</span> measurement w...
Published: 01 November 2017
Figure 15. Landers motion: second floor interstory drift. (a) DDPS drift measurement with and without local rotation correction; (b) comparison of actual interstory drift from string encoders with DDPS measured drift; (c) measurement error.
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El Centro motion: first floor <span class="search-highlight">interstory</span> <span class="search-highlight">drift</span>. (a) DDPS <span class="search-highlight">drift</span> measurement ...
Published: 01 November 2017
Figure 12. El Centro motion: first floor interstory drift. (a) DDPS drift measurement with and without local rotation correction; (b) comparison of actual interstory drift from string encoders with DDPS measured drift; (c) measurement error.
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El Centro motion: second floor <span class="search-highlight">interstory</span> <span class="search-highlight">drift</span>. (a) DDPS <span class="search-highlight">drift</span> measurement...
Published: 01 November 2017
Figure 13. El Centro motion: second floor interstory drift. (a) DDPS drift measurement with and without local rotation correction; (b) comparison of actual interstory drift from string encoders with DDPS measured drift; (c) measurement error.
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Effect of beam EDF on roof <span class="search-highlight">drift</span> and <span class="search-highlight">interstory</span> <span class="search-highlight">drift</span> at the second-floor l...
Published: 01 May 2019
Figure 7. Effect of beam EDF on roof drift and interstory drift at the second-floor level in the (a) predominantly linear stage, (b) nonlinear stage, and (c) column EDF on roof and interstory drift in the nonlinear range of deformations.
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Median (a) peak <span class="search-highlight">interstory</span> <span class="search-highlight">drift</span> ratio and (b) peak floor acceleration dema...
Published: 01 May 2024
Figure 8. Median (a) peak interstory drift ratio and (b) peak floor acceleration demands for all floors of the 9-story building.
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Variation of maximum roof <span class="search-highlight">drift</span> ratio (MRDR) and maximum <span class="search-highlight">interstory</span> <span class="search-highlight">drift</span> r...
Published: 01 April 2007
Figure 1. Variation of maximum roof drift ratio (MRDR) and maximum interstory drift ratio (MIDR) as a function of pgv for multistory structural systems ( Küçükdoğan, 2007 ).
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(a) Brace IP buckling displacement versus <span class="search-highlight">interstory</span> <span class="search-highlight">drift</span> relationships an...
Published: 01 August 2013
Figure 22. (a) Brace IP buckling displacement versus interstory drift relationships and (b) average knife plate rotation versus interstory drift relationships.
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Generation of synthetic <span class="search-highlight">interstory</span> <span class="search-highlight">drift</span> time histories on the precision mo...
Published: 01 November 2017
Figure 7. Generation of synthetic interstory drift time histories on the precision motion table; target and replicated interstory drift for a 40-story frame undergoing inelastic deformation.
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Recommended project specific design <span class="search-highlight">interstory</span> <span class="search-highlight">drift</span> ratio            Level...
Published: 01 May 2016
Table 3 Recommended project specific design interstory drift ratio Level Interstory drift ratio (%) 1 1.8 2 2.6 3 2.5 4 2.0 5 1.1
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Ratios of logarithmic means and standard deviations of <span class="search-highlight">interstory</span> <span class="search-highlight">drift</span> rat...
Published: 01 February 2024
Figure 11. Ratios of logarithmic means and standard deviations of interstory drift ratios (IDR) and peak floor accelerations (PFA) from suites of simulated and recorded ground motions, for (a) 6- and (b) 20-story nonlinear inelastic MDoF structural models (figure from Galasso et al., 2013 ).
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Natural periods of vibration as function of the maximum <span class="search-highlight">interstory</span> <span class="search-highlight">drift</span> re...
Published: 01 November 2023
Figure 3. Natural periods of vibration as function of the maximum interstory drift reached at different levels of earthquake excitation ((a) four-floors building, (b) eight-floor building). The shadow areas denote the period ranges used for the generation of the spectrum compatible records
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Maximum <span class="search-highlight">interstory</span> <span class="search-highlight">drift</span> demands imposed by groups of simulated and recorde...
Published: 01 November 2023
Figure 8. Maximum interstory drift demands imposed by groups of simulated and recorded ground motions: (a) SN component demands on the 3-story building; (b) SP component demands on the 3-story building; (c) SN component demands on the 12-story building; and (d) SP component demands on the 12
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Max <span class="search-highlight">interstory</span> <span class="search-highlight">drift</span> of total and pulse duration for (a) 3‐, (b) 9‐, and (c...
Published: 30 August 2023
Figure 17. Max interstory drift of total and pulse duration for (a) 3‐, (b) 9‐, and (c) 20‐story structures. The color version of this figure is available only in the electronic edition.
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Distribution of <span class="search-highlight">interstory</span> <span class="search-highlight">drift</span> along the floor for (a) 3‐, (b) 9‐, and (c...
Published: 30 August 2023
Figure 18. Distribution of interstory drift along the floor for (a) 3‐, (b) 9‐, and (c) 20‐story structures under total‐ and pulse‐duration records. The color version of this figure is available only in the electronic edition.
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Maximum <span class="search-highlight">interstory</span> <span class="search-highlight">drift</span> results of the analyzed three building frames: (a)...
Published: 01 February 2013
Figure 16. Maximum interstory drift results of the analyzed three building frames: (a) Type I building frame; (b) Type II building frame; (c) Type III building frame; (d) increase of interstory drift due to joint rotation.
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Spectral acceleration, Sa (T, 5%) vs Maximum <span class="search-highlight">Interstory</span> <span class="search-highlight">drift</span> ratio (Δ x &#x2F; ...
Published: 01 November 2021
Figure 7. Spectral acceleration, Sa (T, 5%) vs Maximum Interstory drift ratio (Δ x / h ) of three rehabilitation techniques: (left-up) SM stage 1; (left-down) SM stage 2; (center-up) RCW stage 1; (center-down) RCW stage 2; (right-up) SB stage 1; and (right-down) SB stage 2.
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A 3-story steel frame building peak <span class="search-highlight">interstory</span> <span class="search-highlight">drift</span>: (a) building subjecte...
Published: 01 May 2021
Figure 16. A 3-story steel frame building peak interstory drift: (a) building subjected to fault-normal ground motions; (b) building subjected to fault-parallel ground motions.
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A 40-story steel frame building peak <span class="search-highlight">interstory</span> <span class="search-highlight">drift</span>: (a) building subject...
Published: 01 May 2021
Figure 19. A 40-story steel frame building peak interstory drift: (a) building subjected to fault-normal ground motions; (b) building subjected to fault-parallel ground motions.