Response to three component seismic motion of arbitrary direction.
This paper presents a response spectrum analysis procedure for the calculation of the maximum structural response to three translational seismic components that may act at any inclination relative to the reference axes of the structure. The formula GCQC3, a generalization of the known CQC3-rule, inc...
| Published in: | Earthquake engineering & structural dynamics. 31, 1 (2002). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |