Research Article
Study on Aseismic Characteristics of Tibetan Ancient Timber Structure
Figure 15
Acceleration responses at the selected points under El-Centro seismic waves.
(a) Acceleration responses of Nodes 2644 and 2921 under El-Centro wave with acceleration peak value 70 gal |
(b) Acceleration responses of Nodes 2644 and 2921 under El-Centro wave with acceleration peak value 400 gal |
(c) Acceleration responses of Node 2798 in the two FEMs under El-Centro wave with acceleration peak value 70 gal |
(d) Acceleration responses of Node 2798 in the two FEMs under El-Centro wave with acceleration peak value 400 gal |
(e) Acceleration responses of Node 2920 in the two FEMs under El-Centro wave with acceleration peak value 70 gal |
(f) Acceleration responses of Node 2920 in the two FEMs under El-Centro wave with acceleration peak value 400 gal |