Effects of In- and Out-of-Plane Nonlinear Modelling of Masonry Infills on the Seismic Response of R.C. Framed Buildings

Author(s):  
Fabio Mazza ◽  
Angelo Donnici
2011 ◽  
Vol 255-260 ◽  
pp. 962-966
Author(s):  
Fan Xing ◽  
Lin Zhao ◽  
Ya Zhe Xing

In view of huge destructibility of the near-fault ground motions, structures with long natural vibration period are liable to fall into nonlinear reaction stage. Based on a full understanding of the near-fault seismic spectrum characteristics, the out-of-plane seismic response of a long span concrete-filled steel tube (CFST) arch bridge was studied in depth, and the research result could offer a reference for near-fault aseismic design.


Sign in / Sign up

Export Citation Format

Share Document