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Figure 3. Elastic response spectrum to the seismic motion with a critical viscous damping ratio of 5% (pseudo-acceleration with respect to period).
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Journal Article
•
DOI
•
A critical look into Rayleigh damping forces for seismic performance assessment of inelastic structures
[...]
Pierre Jehel
1
,
Pierre Jehel
2
•
Institutions (2)
Columbia University
1
,
École Centrale Paris
2
01 Nov 2014
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Engineering Structures