In terms of coastal and marine tourism, Busan’s Haeundae had the nation’s representativeness, and is pushing for many kinds of related policies to revitalize the special tourism zone. Due to a drop in the number of beach users, it is inevitable for the Haeundae Special Tourist Zone to face active responses to new trends emerging in the global tourism market. Therefore, the purpose of this study is to present a tourism strategy for making the Suyeong River as a more competitive ourist resource along the zone. First, a language network analysis is conducted through interviews to understand the ideas of interest groups for the river cruise activation project. Second, the frame structure of stakeholders is used to analyze solutions by comparing the similarities and differences in recognition frames of interest groups. Third, we intend to analyze the detailed frame types of stakeholders and present new alternatives based on the structure of relationships between types.

Steel Box-Truss Hybrid bridge consisted with steel box type in positive moment that is allowed to resist with low depth and truss type in negative moment not only has restriction of delivery but has to use high depth is new type bridge. In this study, structural analysis of Steel Box-Truss hybrid curved bridge with various curvature is performed and compared with member force and displacement of Steel Box-Truss Hybrid straight bridge. Also the applicable limited curvature of Steel Box-Truss Bridge form is proposed.

In this study, structural analysis was performed for the trapezoidal steel box girders. The girder is assumed to be made not by welded but by folded. Because the girder has no welded connection, the material can show its full strength without residual stresses. In the nonlinear analysis, however, there should be difference between sharp-corner girder and rounded-corner girder. Therefore, the parametric study was performed due to the radius of fillet to estimate the shear buckling strength of the girders.

Although steel has high strength compare to concrete as structural material, usage of it decrease because of its cost. Steel, however, is not only easy to manufacture but also convenient for manufacture. Using these advantages of steel, it is possible to reduce the cost of construction, The steel bridge can be constructed by modular system. In this study, structural analysis is performed to estimate section strength of steel box girder which is made by the method of fold.