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A Comparative Analysis for Land Utilization: Steel and R/C Interlaced Structures

Journal of Architectural Environment & Structural Engineering Research 2020年第2期3卷 1-7页

作者： Kasim A.Korkmaz Saadet Toker Beeson Mohammed Elgafy Eastern Michigan University School of Visual and Built EnvironmentYpsilantiMIUnited States University of Texas at San Antonio College of ArchitectureConstruction and PlanningSan AntonioTXUnited States Michigan State University School of Planning Design and ConstructionEast LansingMIUnited States

In architecture,interlace structural concept is considered as a new design approach for cosmopolitan cities with high density to minimize the land use and increase the *** various architectural approach,land resources can be minimized by this interlace concept for residential *** buildings will eliminate the reduction of land resource problem and on the other side safety measures in structural design is incorporated by interlace concept of *** new concept can be constructed steel or reinforced *** this paper,an analytical approach has been presented for these buildings in architecture and structural *** the research,design considerations were taken for interlaced structures with reinforced concrete and *** of steel structure,isolated footing,and *** paper is presenting a step wise process for interlaced *** are identification of project area,layout and model preparation,analysis and design of concrete interlaced structure,analysis and design of steel interlaced structure,drafting of the plans and costing and estimation of the *** of both reinforced concrete and steel structures were carried *** main aim of the paper is to provide a comparison between steel and concrete interlaced structure.A cost estimation was carried out to determine optimum design and construction for interlaced structures.

关键词： Interlace design project Structural analysis Reinforced concrete Steel

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A Study on the Causes of Sediment Accumulation in the Drainage Systems

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Journal of Water Resource and Protection 2014年第4期6卷 224-235页

作者： Cengiz Koc Ebru Yilmaz Department of Civil Engineering Engineering FacultyBilecik Seyh Edebali UniversityBilecikTurkey Bozdogan Vocational School Adnan Menderes UniversityBozdoganTurkey

Accumulation of sediment and silt in the drainage canals is undesirable, yet inevitable occurrence in the course of the use and operation of any drainage canal network. In this study, D-25 drainage canal group, taking place in the Nazilli irrigation system with an area of 1165 ha is the only system where all planned activities have been completed. It has been determined that the drainage system was constructed according to original drainage project. The depth of accumulated sediment in the drainage canals in the research area was determined from the difference between the measured elevation and the elevation given in the design projects. The reasons for siltation in the D-25 drainage canal group have been studied by looking at the results of the elevation measurements made in 2010-2012. The measurements made in D-25 drainage canal group showed that there were significant differences between the actual structure (bridge, culvert, and conduit) bottom elevations and the elevations given in the design projects. In addition, the length of some canals would not coincide with the design project either. 83.3% (93.3% in length) of the canals had differences in structure bottom elevations. Of the total 55 structures 45 (81.8%) had a 0.10 m or more difference in bottom elevation from the project. Of the erroneous structures 73.3% had an average of 0.40 m, and 26.7% had an average of -0.25 m difference in bottom elevations from the design projects.

关键词： Drainage Canal Sediment Structure design project Turkey

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