Abstract
This paper describes the validation of frame analysis modeling of wood frame structures with visco-elastic structural control devices. The accuracy of the analytical model is confirmed by comparing it with the experimental results of pseudo-dynamic tests and shaking table tests. The effects of temperature variation in the visco-elastic material are investigated by seismic response analyses. The analysis results show that these devices have exhibited high performance than others when the temperature of the visco-elastic material was 16°C .
Original language | English |
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Pages (from-to) | 545-550 |
Number of pages | 6 |
Journal | AIJ Journal of Technology and Design |
Volume | 20 |
Issue number | 45 |
DOIs | |
Publication status | Published - Jun 2014 |
Externally published | Yes |
All Science Journal Classification (ASJC) codes
- Architecture
- Building and Construction