Mobile QR Code QR CODE
Export citation EndNote
1 
1.Han, C. G., Yang, S. H., Han, M. C., and Pei, C. C., “Spalling Prevention of High Strength Concrete with 60~100 MPa of the Compressive Strength Corresponding to the Addition of Polypropylene Fiber,” Journal of the Architectural Institute of Korea: Structure & Construction, Vol. 24, No. 4, 2008, pp. 91- 98.Google Search
2 
2.Kim, G. Y., “The Present Situation for Material Performance and Development of Ultra High Strength Concrete (초고강도 콘크리트의 재료적 성능 및 개발 현황) [in Korean],” Lotte Technological Journal, No. 53, 2006, pp. 3-21.Google Search
3 
3.Furumura, F., “Studies on the Stress-Strain Relationship in Compression of Concrete at High Temperatures (I),” Transactions of the Architectural Institute of Japan, No. 172, 1970, pp. 11-18.Google Search
4 
4.Furumura, F., “Studies on the Stress-Strain Relationship in Compression of Concrete at High Temperatures (II),” Transactions of the Architectural Institute of Japan, No. 173, 1970, pp. 1-7.Google Search
5 
5.Furumura, F., “Studies on the Stress-Strain Relationship in Compression of Concrete at High Temperatures (III),” Transactions of the Architectural Institute of Japan, No. 174, 1970, pp. 11-18.Google Search
6 
6.Furumura, F., Oh, C. H., Ave, T., and Kim, W. J., “Simple Formulation for Stress-Strain Relation of Concrete at Elevated Temperature,” Journal of Structural and Construction En-gineering, AIJ, No. 384, 1988, pp. 1-14.Google Search
7 
7.Nishida, H., Yokosuka, S., Matsudo, M., and Katayose, N., “Structure Strength and Mechanical Properties Exposed to High-Temperature of Ultra High Strength Concrete (超高強度コンクリートの構造体強度と高温加熱後の力学的性質) [in Japanese],” Proceedings of the Japan Concrete Institute, Vol. 26, No. 1, 2004, pp. 393-398.Google Search
8 
8.Kim, S. S. and Kim, S. S., “Strength Properties of the Fiber Mixed High Strength Concrete at Elevated Tem-perature,” Journal of the Korea Institute of Building Construction, Vol. 8, No. 5, 2008, pp. 53-58.DOI
9 
9.Han, M. C. and Choi, H. K., “The Effect on Mechanical Properties and Micro-structure of High Strength Concrete at Elevated Temperatures,” Journal of the Architectural Institute of Korea :Structure & Construction, Vol. 27, No. 3, 2011, pp. 123-130.Google Search
10 
10.Song, H. and Soh, Y. S., “Variation of Pore Structure of High Strength Concrete Including Silica Fume Exposed to High Temperature,” Journal of the Korea Concrete Institute, Vol. 16, No. 5, 2004, pp. 597-604.DOI
11 
11.Song, H., Mun, K. J., and Soh, Y. S., “Mechanical Properties and Pore Structure of Cement Matrix at High Temperature,” Journal of the Architectural Institute of Korea :Structure & Construction, Vol. 20, No. 1, 2004, pp. 107-114.Google Search
12 
12.Yun, H. D., Kim, G. Y., and Han, B. C., “Strength Properties of High-Strength Concrete Exposed at High Temperature,” Journal of the Korea Concrete Institute, Vol. 14, No. 5, 2002, pp. 698-707.DOI
13 
13.Kim, W. S., Kang, H. K., and Kim, W. J., “State-of- the-Art Research and Experimental Assessment on Fire- Resistance Properties of High Strength Concrete,” Journal of The Korea Institute for Structural Maintenance and Inspection, Vol. 18, No. 3, 2014, pp. 28-39. (doi: http://dx. doi.org/10.11112/jksmi.2014.18.3.028)Google Search
14 
14.Miyamoto, K. and Ave, T., “Mechanical Properties of High Strength Concrete at High Temperatures,” J. Struct. Constr. Eng., AIJ, No. 574, 2003, pp. 227-234.Google Search
15 
15.Architectural Institute of Japan, Guide Book for Fire- Resistive Performance of Structural Materials, 2004. pp. 22-67.Google Search