Fragility analysis of existing precast industrial frames using CFRP reinforcement
- 10.2991/asei-15.2015.370How to use a DOI?
- CFRP reinforced, Existing industrial frames, Seismic fragility, Random ground motions, Nonlinear analysis.
This study focus on derivation of such fragility curves using Carbon Fiber Reinforced Polymers (CFRP) technologies retrofitted conventional reinfored concrete (RC) factory buildings. A set of random earthquake waves which compatible with the response spectrum of major history earthquake waves in China are created. Dynamic analysis is used to compute the random sample of frames. Difference of stochastic damage scatter diagrams in two directions of buildings is considered. Seismic fragility of CFRP-reinforced industrial frames is lower than unreinforced buildings obviously, and seismic capability of frames using CFRP technologies is enhanced especially under major earthquake.
- © 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 - Jian Zhu AU - Pin Tan AU - Jianmin Jin PY - 2015/05 DA - 2015/05 TI - Fragility analysis of existing precast industrial frames using CFRP reinforcement BT - Proceedings of the 2015 International conference on Applied Science and Engineering Innovation PB - Atlantis Press SP - 1869 EP - 1874 SN - 2352-5401 UR - https://doi.org/10.2991/asei-15.2015.370 DO - 10.2991/asei-15.2015.370 ID - Zhu2015/05 ER -