• Title/Summary/Keyword: Structural Weight

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Structural Design and Economical Assessment of Double Hull Bulk Carrier (이중선체 벌크 캐리어의 선체 구조설계 및 경제성 검토)

  • Cho, Kyu-Nam;Song, Ha-Cheol;Choun, Byoung-Hee;Seong, Ah-Hyun;Park, Sang-Wook;Kim, Ok-Cheon
    • Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
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    • 2002.10a
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    • pp.56-60
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    • 2002
  • After many casualties with conventional bulk carriers in recent years, double hull bulk carrier was proposed ta enhance the structural safety of side shell and transverse bulkhead. In this paper, two alternative structural designs of double hull bulk camel were executed based an the Lloyd's rule, and the results were examined in comparison with the existing single hull bulk carrier in the viewpoints of the increase of weight and construction cost. The relative construction concept was used to certify the economical validity of double hull bulk carrier.

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Stress Analysis and Structural Design of FRP Pressure Vessel (복합재료 압력용기의 응력해서 및 구조설계)

  • Yun, Gwang-Jun;Kim, Tae-Uk;Jeon, Ui-Jin
    • 한국기계연구소 소보
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    • s.20
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    • pp.49-55
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    • 1990
  • Filament-Wound composite pressure vessels offer significant weight saving over the conventional metal pressure vessels. S-2 glass/epoxy pressure vessel was designed, fabricated and tested. It was considered, in the analysis that the matrix and the metal liner of FRP pressure vessel shared the internal pressure. The thicknesses of hoop and helical layers were determinded by the computer program developed for the design of FRP/Metal structural pressure vessel. The computer program increased the structural efficiency about 14% comparing with the netting analysis. The experimental measurement on the deformation by internal pressure agrees with the theoretical analysis within the accuracy of 5%.

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Structural Design of an Automotive Door Using the Kriging Models (크리깅모델을 이용한 자동차 도어의 구조설계)

  • Lee, Kwon-Hee;Bang, Il-Kwon
    • Transactions of the Korean Society of Automotive Engineers
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    • v.15 no.1
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    • pp.146-153
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    • 2007
  • Weight reduction for automobile components has been sought to achieve fuel efficiency and energy conservation. There are two approaches in reducing their weights. One is by using material lighter than steel, and the other is by redesigning their structures. The latter has been performed by adopting hydroforming, tailor weled blank, optimization, etc. In this research, the kriging approximation method and simulated annealing algorithm are applied to the design of a front door made by TWB (Tailor Welded Blank) technology. The design variables are set up as the thicknesses of parts and the positions of parting lines. A thickness set considered as a design variable of each part is not arbitrarily determined but selected from standard products, so it is a discrete set. This research presents the discrete and continuous structural optimization method for an automotive door design.

Effect of Constructional Deflection of Composite Beam on Concrete Ponding in Metal Deck Slab (합성보의 시공중 처짐이 합성데크슬래브의 콘크리트 고임에 미치는 영향)

  • Kim, Young-Chan
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.6 no.4
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    • pp.99-106
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    • 2002
  • In the composite deck system, beams and deck plates deflect during construction. This lens-shaped deflection may cause problems in the serviceability of a building. Therefore, it should be compensated to be level. Several methods for leveling of floor slab are available, such as (1) increasing stiffness of structural members, (2) propping floor system, (3) cambering beams, (4) pouring additional concrete. In this study, additional weight and volume of concrete for level compensation are examined for various size of floors.

A Study on the Structural Integrity of Lifting Lug without Appendage (부가물이 미부착된 리프팅 러그의 구조 건전성에 관한 연구)

  • Choi, Kyung-Shin;Kim, Ji-Jun;Choi, JeongJu
    • Journal of the Korean Society of Manufacturing Process Engineers
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    • v.20 no.11
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    • pp.108-114
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    • 2021
  • In this study, a multivariate function was applied to the genetic algorithm for D-type lugs currently used in shipyards to closely analyze the behavioral form of weight loss without double plates. An optimal lifting lug structure design without attachments is proposed. MATLAB R2016a was used to design features by applying multivariate functions to genetic algorithms. Furthermore, the design was achieved by deriving the optimal shapes of lugs using genetic algorithms. The shapes of the designed lugs were validated for structural bonding using the structural analysis program ANSYS 2020 R2, and a robust design of lugs with no appendages was developed.

Comparative study on the structural behavior of a transition piece for offshore wind turbine with jacket support

  • Ma, Chuan;Zi, Goangseup
    • Steel and Composite Structures
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    • v.43 no.3
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    • pp.363-373
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    • 2022
  • As a key reinforcement connection between a tower and a substructure in offshore wind turbine system, the transition piece is inevitably subjected to cyclic dynamic environmental loads such as wind, current and wave. Therefore, well designed transition piece with high strength and good fatigue resistance is of great significance to the structural safety and reliability of offshore wind power systems. In this study, the structural behavior of the transition piece was studied by an extensive sets of finite element analyses. Three widely used types of transition piece were considered. The characteristics of stress development, fatigue life and weight depending on the type of the transition piece were investigated in the ultimate limit state (ULS) and the fatigue limit state (FLS) of a 5-MW offshore wind turbine to be placed in Korea. An optimal form of the transition piece was proposed based on this parametric study.

The Effect of Plan Shape and Diagrid Angle on Structural Efficiency of Tall Buildings

  • Amirreza Ardekani;Matin Alaghmandan
    • International Journal of High-Rise Buildings
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    • v.12 no.2
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    • pp.153-162
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    • 2023
  • Achieving sustainable spaces is one of the emerging trends of tall buildings regarding their significant impacts on the cities. Reducing energy consumption and material using is investigated as a widely used approach to achieve more efficient tall buildings. Defining more efficient geometries and form modifications have been adopted for this goal. In this paper the effect of plan shape and diagrid angle on structural efficiency of diagrid tall buildings have been studied. A parametric workbench is applied to generate and analyze models. The goal is to find effective form parameters resulting in more efficient forms. Respectively, all models were generated in Rhino/grasshopper architecturally and analyzed by a finite element plug-in structurally. Based on the results, steeper angles almost cause more displacements and needs to be more stiffened. it can be seen almost more sided models need less weight for the structures and it could lead to more efficient forms.

Structural monitoring and maintenance by quantitative forecast model via gray models

  • C.C. Hung;T. Nguyen
    • Structural Monitoring and Maintenance
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    • v.10 no.2
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    • pp.175-190
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    • 2023
  • This article aims to quantitatively predict the snowmelt in extreme cold regions, considering a combination of grayscale and neural models. The traditional non-equidistant GM(1,1) prediction model is optimized by adjusting the time-distance weight matrix, optimizing the background value of the differential equation and optimizing the initial value of the model, and using the BP neural network for the first. The adjusted ice forecast model has an accuracy of 0.984 and posterior variance and the average forecast error value is 1.46%. Compared with the GM(1,1) and BP network models, the accuracy of the prediction results has been significantly improved, and the quantitative prediction of the ice sheet is more accurate. The monitoring and maintenance of the structure by quantitative prediction model by gray models was clearly demonstrated in the model.

A Study on the Structural Performance Review as Design Change to the Unit Curtain Wall Profile (유닛 커튼월 프로파일 형상 변화에 따른 구조 성능 검토에 관한 연구)

  • Jung, Ui-In;Hong, Sang-Hun;Kim, Hae-Na;Park, Jun-Seo;Kim, Bong-Joo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2023.05a
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    • pp.247-248
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    • 2023
  • The unit curtain wall is an exterior finish currently used on the exterior walls of high-rise buildings. Although the structural impact is not significant due to the non-strength wall, in the case of the unit curtain wall to which the factory manufacturing method is applied, deformation of the profile may occur according to its own weight. Therefore, in this study, stability is evaluated through design standard calculation applied when finishing the outer wall according to the design shape of the unit curtain wall profile.

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