Mass proportional damping in nonlinear time-history analysis
- 10.2991/ic3me-15.2015.112How to use a DOI?
- Rayleigh damping, mass proportional damping, Elastic-plastic, Time-history analysis
Rayleigh damping is the main form in direct integral method for structural nonlinear dynamic analysis under seismic wave. As stiffness proportional damping usually should be neglected for its significant influence on limit time increment, reasonable mass proportional damping becomes more important in actual engineering. A new form of mass proportional damping has been formulated in form of multi important frequencies and their mode participation coefficients instead of the simplified form which only contains the fundament frequency, and it can simulate the damping system more reasonably than the latter damping model in those complex structures.
- © 2015, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - Xiaoming Chen AU - Jin Duan AU - Yungui Li PY - 2015/08 DA - 2015/08 TI - Mass proportional damping in nonlinear time-history analysis BT - Proceedings of the 3rd International Conference on Material, Mechanical and Manufacturing Engineering PB - Atlantis Press SP - 567 EP - 571 SN - 2352-5401 UR - https://doi.org/10.2991/ic3me-15.2015.112 DO - 10.2991/ic3me-15.2015.112 ID - Chen2015/08 ER -