yabi
Structural
- Jun 27, 2006
- 22
It is mentioned in a Japanese book titled seismic design methods, (limit state design method) that:
Modal Analysi for Time-History method will be used when the damping matrix in differential equation of motion is a proportional damping.
What is the meaning of proportional damping?
Also will be glad if you can introduce a site to get more detailed data on this issue.
TIA
Rasoul Khoshravan
Civil Engineer
Osaka, Japan
Modal Analysi for Time-History method will be used when the damping matrix in differential equation of motion is a proportional damping.
What is the meaning of proportional damping?
Also will be glad if you can introduce a site to get more detailed data on this issue.
TIA
Rasoul Khoshravan
Civil Engineer
Osaka, Japan