1 |
Chajes, A. (1974) Principles of structural stability theory, Prentice-Hall.
|
2 |
Cho, J.-Y., Lee, Y.-H., Kim, D.-H., and Park, J.-H. (2011). "Development of precast hollow concrete columns with nonshrink mortar grouting type splice sleeve." Journal of the Korean Society of Civil Engineers, Vol. 31, No. 3A, pp. 215-225 (in Korean).
|
3 |
Chung, C.-H. and Hyun, B.-H. (2007). "Continuity of PSC composite bridge with precast decks." Journal of the Korean Society of Civil Engineers, Vol. 27, No. 4A, pp. 561-568 (in Korean).
과학기술학회마을
|
4 |
Han, M.-Y., Jin, K.-S., and Kang, S.-H. (2009) Research report on development of construction method of prefabricated precast concrete temporary structures, Civil Engineering Technology Research Center, Ajou University (in Korean).
|
5 |
Han, M.-Y., Jin, K.-S., and Kang, S.-H., and Kim, S.-B. (2007). "Comparison and investigation of field test and structural analysis for innovative prestressed support(IPS) system." Journal of the Korean Society of Civil Engineers, Vol. 27, No. 1C, pp. 11-20 (in Korean).
|
6 |
Han, M.-Y., Kim, J.-H., Kang, S.-H., Jin, K.-S., Jeon, Y.-S., and Cho, B.-K. (2008). "An experimental study on compressive loading capacity of PCT system." Proceedings of the Korea Concrete Institute, KCI, Vol. 20, No. 2, pp. 41-44 (in Korean).
|
7 |
Han, S.-H., Hong, K.-N., and Lee, J.-B. (2009). "An experimental study on uniaxial compressive behavior of RC circular columns laterally confined with prestressing aramid fiber strap." Journal of the Korea Concrete Institute, Vol. 21, No. 2, pp. 159-168 (in Korean).
과학기술학회마을
DOI
ScienceOn
|
8 |
Hong, K.-N., Han, S.-H., Yoon, S.-J., and Seo, S.-Y. (2006) "Uniaxial compressive test and confined model on RC columns using high-strength materials." Magazine of the Korea Concrete Institute, Vol. 18, No. 5, KCI, pp. 65-72 (in Korean).
DOI
ScienceOn
|
9 |
Kim, S.-B., Han, M.-Y., Kim, M.-Y., and Jung, K.-H. (2006). "Design of building excavation plane in Innovative Prestressed Scaffolding (IPS) system." Journal of the Korean Society of Civil Engineers, Vol. 26, No. 1A, pp. 163-171 (in Korean).
과학기술학회마을
|
10 |
Korea Concrete Institute (2012). Structural concrete design code (in Korean).
|
11 |
Korea Expressway Corporation (2005). Detailed design code of temporary earth retaining structures (in Korean).
|
12 |
Lee, C.-H., Chin, W.-J., Choi, E.-S., and Kim, Y.-J. (2011). "An experimental study on the joints in ultra high performance precast concrete segmental bridges." Journal of the Korea Concrete Institute, Vol. 23, No. 2, pp. 235-244 (in Korean).
과학기술학회마을
DOI
ScienceOn
|
13 |
MIDAS Information Technology Co., Ltd. (2012). http://www. midasit.com.
|
14 |
Park, J.-Y., Yang, W.-J., Yi, W.-H., and Oh, S.-H. (2008). "An experimental study on the axial strength of centrifugally formed shell PC columns." Proceedings of the Korea Concrete Institute, KCI, Vol. 20, No. 2, pp. 37-40 (in Korean).
|
15 |
Shin, H.-M. and Lee, J.-H. (2013). Reinforced concrete, 11th ed., Dongmyungsa (in Korean).
|
16 |
Timoshenko, S. P. and Gere, J. M. (1961) Theory of Elastic Stability, McGraw-Hill.
|
17 |
Won, D.-H., Lee, D.-J., Kim, S.-J., and Kang, Y.-J. (2011). "A study on behavior characteristics of precast coping part under axial load." Journal of the Korea Concrete Institute, Vol. 23, No. 3, pp. 281-287 (in Korean).
과학기술학회마을
DOI
ScienceOn
|