Reliability Analysis of RC Columns and Frame with FRP Strengthening Subjected to Explosive Loads

Author:

Hao Hong1,Li Zhong-Xian2,Shi Yanchao3

Affiliation:

1. Professor, Joint Research Center of Structural Monitoring and Protection, Tianjin Univ., Tianjin, China; and School of Civil and Mechanical Engineering, Curtin Univ., Bentley, GPO Box U1987, Perth, WA 6845, Australia.

2. Professor, Key Laboratory of Coast Civil Structure Safety, Ministry of Education, Tianjin Univ., Tianjin 300072, China; and School of Civil Engineering, Tianjin Univ., Tianjin 300072, China.

3. Associate Professor, Key Laboratory of Coast Civil Structure Safety, Ministry of Education, Tianjin Univ., Tianjin 300072, China; and School of Civil Engineering, Tianjin Univ., Tianjin 300072, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference53 articles.

1. Atadero R. and Karbhari V. (2005). “Probabilistic based design for FRP strengthening of reinforced concrete.” Proc. 7th Int. Symp. Fiber-Reinforced Polymer Reinforcement for Concrete Structures Special Publication SP-230 American Concrete Institute Farmington Hills MI.

2. Concrete under High Strain Rates: Local Material and Global Structure Response to Impact Loading

3. Bogosian D. Ferritto J. and Shi Y. (2002). “Measuring uncertainty and conservatism in simplified blast models.” 30th Explosive Safety Seminar Atlanta.

4. Britt J. R. Ranta D. E. and Joachim C. E. (2001). “BlastX code version 4.2 user’s manual.” ERDC/GSL TR-01-2 U.S. Army Engineer Research and Development Center Vicksburg MS.

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