Development of Fragility Curves of Buildings with Tuned Mass Dampers
碩士 === 中華技術學院 === 土木防災工程研究所 === 96 === The feasibility of the steel moment resisting frame building with a nonlinear tuned mass damper on the roof to increase its capacity is conducted in this research. The nonlinear behavior of the building simulated with two concentrated plastic hinges at the ends...
| Main Authors: | , |
|---|---|
| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2008
|
| Online Access: | http://ndltd.ncl.edu.tw/handle/71093103725896232769 |