Erratum for “Force-Based Design Method for Force-Limiting Deformable Connections in Earthquake-Resistant Buildings” by Georgios Tsampras and Richard Sause
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VIEW THE CORRECTED ARTICLEPublication: Journal of Structural Engineering
Volume 148, Issue 12
An error occurred during typesetting of Table 5. The data in the first column are corrected herein.
| Case | Floor | Connection | LFRS | GLRS | ||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Total acceleration | Force | Deformation | Sheara | Drift | Shear | Drift | ||||||||
| (%) | (%) | (%) | (%) | (%) | (%) | (%) | ||||||||
| RE | 1.52 | 50 | 8,986 | 50 | 0 | N/Ab | 33,281 | 41 | 0.013 | 21 | 1,704 | 18 | 0.013 | 21 |
| 0.65 | 19 | 2,532 | 10 | 121 | 26 | 17,026 | 10 | 0.010 | 18 | 1,558 | 26 | 0.019 | 18 | |
| 0.67 | 18 | 2,466 | 11 | 163 | 22 | 15,077 | 9 | 0.008 | 17 | 1,562 | 25 | 0.020 | 18 | |
| 0.99 | 6 | 5,699 | 5 | 14 | 70 | 23,927 | 10 | 0.012 | 20 | 1,627 | 19 | 0.013 | 17 | |
| 0.82 | 5 | 4,641 | 2 | 17 | 64 | 22,265 | 9 | 0.012 | 20 | 1,664 | 19 | 0.013 | 18 | |
| 0.63 | 20 | 3,201 | 2 | 28 | 39 | 18,887 | 8 | 0.011 | 20 | 1,615 | 20 | 0.012 | 20 | |
| 0.60 | 25 | 2,632 | 5 | 54 | 31 | 16,737 | 9 | 0.010 | 17 | 1,589 | 22 | 0.013 | 24 | |
| 0.61 | 23 | 2,383 | 7 | 77 | 24 | 15,167 | 12 | 0.009 | 17 | 1,561 | 20 | 0.013 | 20 | |
| 0.61 | 23 | 2,198 | 9 | 91 | 25 | 14,524 | 11 | 0.008 | 19 | 1,597 | 21 | 0.012 | 17 | |
Note: = mean value of the maximum peak floor or story responses over the set of ground motions; = standard deviation value of the maximum peak floor or story responses over the set of ground motions; and = coefficient of variation.
a
Design base shear from ASCE/SEI 7 equivalent lateral force procedure is 7,835 kN.
b
The deformation of rigid connection does not vary and it is essentially zero.
ASCE regrets the error.
To preserve the published version of record, these details have been corrected only in this erratum.
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Published In
Journal of Structural Engineering
Volume 148 • Issue 12 • December 2022
Copyright
© 2022 American Society of Civil Engineers.
History
Received: Aug 5, 2022
Accepted: Aug 9, 2022
Published online: Oct 13, 2022
Published in print: Dec 1, 2022
Discussion open until: Mar 13, 2023
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