1 |
J. W. Choi, M.J.Jang, J.U.Cheon, S.J.Yoon, "An Experimental Study on the Structural Behavior of Steel-Concrete Composite Rahmen Bridge with Hinged End Supports", Journal of Korean Society of Steel Construction, Vol.27, No.2, pp.195-205, (2015).
DOI
|
2 |
S. Kiyota, H. Takasu, "Kouzo Manual", Engineer Book, pp.106, (2004).
|
3 |
M. H. P ark, J. H. Park, J. K. Kim, "Lateral Load Distribution for Prestressed Concrete Girder Bridge", Journal of the Korean Society of Industry Convergence, Vol.4 No.2, pp.157- 166, (2001).
|
4 |
S. E. Park, M. H. Park, J. K. Kim, "Optimum of Damper Position for Steel Frame Structure on Seismic Design", Journal of The Korean Society of Industry Convergence, Vol.12 No.4, pp.187-192, (2009).
|
5 |
J. Kang, "Seismic Performance Evaluation According to Seismic Retrofit Techniques of Existing School Buildings", Journal of The Korean Society of Industry Convergence, Vol.15 No.1, pp.29-36, (2012).
DOI
|
6 |
S. E. Park, M. H. Park, J. K. Kim, "Discrete Optimum Design of the Strut Supported Temporary Structures", Journal of The Korean Society of Industry Convergence, Vol.11 No.3, pp.127-134, (2008).
|
7 |
D. I. Cho, "Structural Performance Evaluation of Steel Composite Frames with Partial Horizontal Tension", Thesis for Doctor of Philosophy, The graduate school of Korea National University of Transfortaion, pp.26-35, (2019).
|
8 |
C. B. Joh, H. J. Yoon, B. S. Kim, "Design Bending Moments for the Long-Span Deck Slab on the Composite Two-Girder Bridge", JOURNAL OF THE KOREAN SOCIETY OF CIVIL ENGINEERS A, Vol.27 No.(1A), pp.35-43, (2007).
|
9 |
D. H. Nguyen, W. K. Hong, H. J. Ko, S. K. Kim, "Finite element model for the interface between steel and concrete of CFST (concretefilled steel tube)", Engineering Structures, 185, pp.141-158, (2019).
DOI
|
10 |
H. O. Jang, J. W. Goo, Y. S. Cha, "The study of composite rahmen bridge behavior improving sectional properties of concrete slab by struts, the temporary compressive members", Proceeding of Korea Concrete Institute, Vol.30 No.2, pp.91-92, (2018).
|
11 |
J. D. Nzabonimpa, W. K. Hong, Y. J. Yun, "Experimental investigation of slab joints between existing buildings and new frames for vertical expansion; [Part I]". Struct Design Tall Spec Build. 26, e1334, (2017).
DOI
|
12 |
S. Y. Lee, Y. S. Ahn, M. H. Oh, J. S. Chung, S.D. Yang, "An Experimental Study on the Girder-Abutment Connection for the Steel-Concrete Composite Rigid-Frame Bridge Integrated with PS Bars", Journal of the Korea Concrete Institute, Vol. 24, No. 4, pp. 453-463, (2012).
DOI
|
13 |
S. Y. Lee, "Introduction to the New Type of the Integral Bridge Reducing the Construction Period : PIC Girder Bridge", Journal of Korean Society of Steel Construction, Vol.23 No.3, pp.16-21, (2011).
|
14 |
H. Choi, J. S. Park, D. M. Ok, C. W. Kim, S. K. Cho, S. J. Yoon, "A Study on the Construction Method of Steel-Concrete Composite Girder Used on the Steel-Concrete Composite Rahmen Bridge", Proceeding of Korean Society of Steel Construction, pp. 17-18, (2011).
|
15 |
G. H. Kang, "Construction method of the optimized Steel-Concrete Composit Rahmen Bridges according to the construction step", Thesis for Master of Engineering, The graduate school of Seoul National University of Science and Technology, pp.39-44, (2018).
|
16 |
M. S. Park, S. Kim, "Productivity Analysis of the Site Installation Stage of Laminated Modular Multi-Family Housing", Journal of the Korean Society of Industry Convergence, Vol.22 No.5, pp.519-527, (2019).
DOI
|
17 |
J. Kim, W. K. Hong, Y. Yun, "Experimental investigation of the influence of joint connection details between existing buildings and added new frames on failure mode of retrofitted slabs for the vertical expansion of old buildings: Part II", Struct Design Tall Spec Build, 26, e1373, (2017).
DOI
|
18 |
H. Y. Yang, " Corner Behavior of Retaining Wall Supported by Corner Strut.", Thesis for Master of Engineering, The graduate school of Gachon University, pp.15-16, (2004).
|