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1 
ABAQUS (2009). Abaqus analysis user’s manual version 6.9, Dassault Systemes Simulia Corp.ABAQUS (2009). Abaqus analysis user’s manual version 6.9, Dassault Systemes Simulia Corp.Google Search
2 
ASTM (2006). Standard specification for steel strand, uncoated seven-wire for prestressed concrete (ASTM A416/A416M-06), West Conshohocken, PA: ASTM.ASTM (2006). Standard specification for steel strand, uncoated seven-wire for prestressed concrete (ASTM A416/A416M-06), West Conshohocken, PA: ASTM.Google Search
3 
Chung, C. H., Joo, S. H., Choi, D. C. and Lee, J. Y. (2014). “Structural performance of precast concrete arch with reinforced joint.” Journal of the Korea Society of Civil Engineers, Vol. 34, No. 1, pp. 29-47 (in Korean).Chung, C. H., Joo, S. H., Choi, D. C. and Lee, J. Y. (2014). “Structural performance of precast concrete arch with reinforced joint.” Journal of the Korea Society of Civil Engineers, Vol. 34, No. 1, pp. 29-47 (in Korean).Google Search
4 
Chung, C. H., Sung, Y. E., Hyun, B. H. and Park, S. J. (2008). “Experimental study on connectability of half-depth precast deck panels with loop joint.” Journal of the Korea Society of Civil Engineers, Vol. 28, No. 4A, pp. 581-590 (in Korean).Chung, C. H., Sung, Y. E., Hyun, B. H. and Park, S. J. (2008). “Experimental study on connectability of half-depth precast deck panels with loop joint.” Journal of the Korea Society of Civil Engineers, Vol. 28, No. 4A, pp. 581-590 (in Korean).Google Search
5 
David, H. (2004). “Application and design of segmental precast arches.” GeoTrans 2004, ASCE, pp. 452-459.David, H. (2004). “Application and design of segmental precast arches.” GeoTrans 2004, ASCE, pp. 452-459.Google Search
6 
Design Manual for Roads and Bridges (1997). The assessment of highway bridge and structures, Vol. 3. section 4, part 4, BA 16/97 Amendment No.2, London(UK), Department of Transport. Design Manual for Roads and Bridges (1997). The assessment of highway bridge and structures, Vol. 3. section 4, part 4, BA 16/97 Amendment No.2, London(UK), Department of Transport.Google Search
7 
Drosopoulos, G. A., Stavroulakis, G. E. and Massalas, C. V. (2008). “Influence of the geometry and the abutments movement on the collapse of stone arch bridges.” Construction and Building Materials, Vol. 22, pp. 200-210.10.1016/j.conbuildmat.2006.09.001Drosopoulos, G. A., Stavroulakis, G. E. and Massalas, C. V. (2008). “Influence of the geometry and the abutments movement on the collapse of stone arch bridges.” Construction and Building Materials, Vol. 22, pp. 200-210.DOI
8 
Gupta, A., Taylor, S., Kirkpatrick, J., Long, A. and Hogg, I. (2005). “A flexible concrete arch system.” Concrete Research in Ireland Colloquium.Gupta, A., Taylor, S., Kirkpatrick, J., Long, A. and Hogg, I. (2005). “A flexible concrete arch system.” Concrete Research in Ireland Colloquium.Google Search
9 
Gupta, A., Taylor, S. E., Kirkpatrick, J., Long, A. E. and Hogg, I. (2008). “Construction of tievenameena bridge using a flexi-arch system.” Bridge and Infrastructure Research in Ireland 2008.Gupta, A., Taylor, S. E., Kirkpatrick, J., Long, A. E. and Hogg, I. (2008). “Construction of tievenameena bridge using a flexi-arch system.” Bridge and Infrastructure Research in Ireland 2008.Google Search
10 
Heyman, J. (1982). The masonry arch, Ellis Horwood Limited, Chichester, West Sussex, England.Heyman, J. (1982). The masonry arch, Ellis Horwood Limited, Chichester, West Sussex, England.Google Search
11 
Hognestad, E. (1951). A study of combined bending and axial load in reinforced concrete members, Bulletin 399, University of Illinois Engineering Experiment Station, Urbana, Il.Hognestad, E. (1951). A study of combined bending and axial load in reinforced concrete members, Bulletin 399, University of Illinois Engineering Experiment Station, Urbana, Il.Google Search
12 
KICT (2006). Development of long-life deck systems for bridges- precast concrete deck, Bridge200 Final Report (in Korean).KICT (2006). Development of long-life deck systems for bridges- precast concrete deck, Bridge200 Final Report (in Korean).Google Search
13 
Korea Road & Transportation Association (2010). Korea highway bridge design code (in Korean).Korea Road & Transportation Association (2010). Korea highway bridge design code (in Korean).Google Search
14 
Sowden, A. M. (1990). The maintenance of brick and stone masonry structures, E. & F.N. Spon in London.Sowden, A. M. (1990). The maintenance of brick and stone masonry structures, E. & F.N. Spon in London.Google Search
15 
Taylor, S. E., Robinson, D., Ritchie, N., Mcllwaine, K. and Gupta, A. (2006). “Testing of half-scale model flexible concrete arches.” Bridge and Infrastructure Research in Ireland: Symposium 2006.Taylor, S. E., Robinson, D., Ritchie, N., Mcllwaine, K. and Gupta, A. (2006). “Testing of half-scale model flexible concrete arches.” Bridge and Infrastructure Research in Ireland: Symposium 2006.Google Search