Abstract The objective of this paper is to provide an overview of the assessement of firedamaged RC structures. In order to meet this objective, the effects of fire or elevated temperatures on the properties of normal, concrete constituent materials and RC structures are summarized. Also, the effects of fire or elevated temperatures on highstrength and self-compacting concrete materials are noted and their performance compared to normal concretes. A review of the different assessement techniques is presented. Design considerations and analytical techniques for evaluating the response of reinforced concrete structures subjected to fire or elevated-temperatures conditions are also presented and disscused.
Heiza, K. (2016). STATAE OF THE ART REPORT ON THE ASSESSMENT OF FIRE-DAMAGED RC BRIDGES. The International Conference on Civil and Architecture Engineering, 11(11PthP International Conference on Civil and Architecture Engineering), 1-20. doi: 10.21608/iccae.2016.43428
MLA
Khaled M. Heiza. "STATAE OF THE ART REPORT ON THE ASSESSMENT OF FIRE-DAMAGED RC BRIDGES". The International Conference on Civil and Architecture Engineering, 11, 11PthP International Conference on Civil and Architecture Engineering, 2016, 1-20. doi: 10.21608/iccae.2016.43428
HARVARD
Heiza, K. (2016). 'STATAE OF THE ART REPORT ON THE ASSESSMENT OF FIRE-DAMAGED RC BRIDGES', The International Conference on Civil and Architecture Engineering, 11(11PthP International Conference on Civil and Architecture Engineering), pp. 1-20. doi: 10.21608/iccae.2016.43428
VANCOUVER
Heiza, K. STATAE OF THE ART REPORT ON THE ASSESSMENT OF FIRE-DAMAGED RC BRIDGES. The International Conference on Civil and Architecture Engineering, 2016; 11(11PthP International Conference on Civil and Architecture Engineering): 1-20. doi: 10.21608/iccae.2016.43428
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