• 제목/요약/키워드: Optimum Structural Analysis

검색결과 592건 처리시간 0.029초

모멘트 - 저항 철골구조물의 최적내진설계에 있어서의 Shakedown 해석기법의 응용 (Use of Shakedown Analysis Technique in Optimum Seismic Design of Moment-Resisting Steel Structures)

  • 이한선
    • 전산구조공학
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    • 제2권4호
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    • pp.99-109
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    • 1989
  • 몇 가지의 예를 들어 점진적 붕괴가 내진설계의 중요한 설계기준이 될 수 있다는 것과 이와 관련하여 Shakedown 해석이 한 구조설계 도구로 사용될 수 있다는 사실이 밝혀진다. 이 Shakedown 해석기법을 사용하여 비선형 계획에 의한 최적 구조설계 프로그램이 개발되었는데, 이것은: (i) 탄성응력과 처짐에 대한 제약조건: (ii) 점진적 붕괴와 약충붕괴의 방지를 위한 제약조건: 그리고 (iii) 구조물의 기본주기에 대한 제약조건을 수용하고 있다. 마지막으로 내진설계의 모든 요구조건을 만족시키는 최적설계를 얻기 위하여, 이 개발된 프로그램을 이용한 5-단계 설계방법론이 제시되고 있다.

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마그네트 천장크레인 거더의 치적설계 (Optimum Design of Magnet Over Head Crane Girder)

  • 노영희;홍도관;최석창;안찬우;한근조
    • 한국항해항만학회:학술대회논문집
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    • 한국항해항만학회 2002년도 춘계학술대회논문집
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    • pp.241-247
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    • 2002
  • In this study, structural optimum design was applied to the girder of magnet over head crane. The optimization was carried out using ANSYS Code for the deadweight of girder, especially focused on the thickness of its upper, lower, side and reinforced plates. The weight could be reduced up to around 15 % with constraints of its deformation, stress, natural frequency and buckling strength. The structural safety was also verified by the buckling analysis of its panel structure. It might be thought to be very useful to design the conventional structures for the weight save through the structural optimization.

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거대 구조물의 국부진동계의 등가계 산출과 이를 이용한 최적구조변경법 (A study on the estimation of an equivalent system of a local vibration system of a huge structure and the Optimum Structural Modification Method)

  • 황문주;박석주;이기문
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 1997년도 추계학술대회논문집; 한국과학기술회관; 6 Nov. 1997
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    • pp.364-369
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    • 1997
  • It is very difficult to execute the vibration analysis of a huge structure, which takes up much time and expense. In this paper we intend to make the equivalent system of a local vibration system of a huge structure with a view to improving the dynamic characteristics and reducing time and expense. First of all, upper deck structure model is maded. And we perform the vibration analysis by the Substructure Synthesis Method and execute the exciting test for the upper deck structure model, and observe the coincidences of two results to confirm the reliability of the analyzing tools used. To make the equivalent system, we give boundary condition to sub-structure that want to be modified and execute the Sensitivity Analysis Method and the Optimum Structural Modification Method. And we execute the structural modification of the equivalent system.

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Optimum Design of the Power Yacht Based on Micro-Genetic Algorithm

  • Park, Joo-Shin;Kim, Yun-Young
    • 한국항해항만학회지
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    • 제33권9호
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    • pp.635-644
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    • 2009
  • The optimum design of power yacht belongs to the nonlinear constrained optimization problems. The determination of scantlings for the bow structure is a very important issue with in the whole structural design process. The derived design results are obtained by the use of real-coded micro-genetic algorithm including evaluation from Lloyd's Register small craft guideline, so that the nominal limiting stress requirement can be satisfied. In this study, the minimum volume design of bow structure on the power yacht was carried out based on the finite element analysis. The target model for optimum design and local structural analysis is the bow structure of a power yacht. The volume of bow structure and the main dimensions of structural members are chosen as an objective function and design variable, respectively. During optimization procedure, finite element analysis was performed to determine the constraint parameters at each iteration step of the optimization loop. optimization results were compared with a pre-existing design and it was possible to reduce approximately 19 percents of the total steel volume of bow structure from the previous design for the power yacht.

최적구조변경법에 의한 자동차 엔진 블록의 중량최소화에 관한 연구 (A Study on the Weight Minimization of an Automobile Engine Block by Optimum Structural Modification)

  • 길병래
    • Journal of Advanced Marine Engineering and Technology
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    • 제22권4호
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    • pp.560-568
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    • 1998
  • Recently to develop an automobile with better properities many researches and investments have been executed. In this paper we intend to improve the automobile properties by reducing the weight of the engine without changing the dynamic characteristics. At first the vibration analysis by the Substructure Synthesis Mehtod and the exciting test of the engine model performed to confirm the reliability of the analyzing tools. And the weight minimiza-tion is performed by the Sensitivity Analysis and the Optimum Structural Modificationl. To decrease the engine weight ideally the weight of the parts with the low sensitivity is to cut mainly and the changing quantity of the natural frequency by the cut is to be recovered by the weight modification of the parts with the high sensitivity. As actually the mathematical unique solution for the homogeneous problem(i. e. 0 object func-tion problem)does not exist we redesign the engine block with much thinner initial thickness and recover the natural frequencies and natural modes of original structure by the sensitivity analy-sis and then observe the Frequency Response Function(FRF) for the interesting points. In this analysis the original thickness of the engine model is 8mm and the redesigned initial thicknesses are 5mm and 6mm, And the number of the interesting natural frequencies are 1, 2, 3, 4 and 5 respectively.

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Intelligent algorithm and optimum design of fuzzy theory for structural control

  • Chen, Z.Y.;Wang, Ruei-Yuan;Meng, Yahui;Chen, Timothy
    • Smart Structures and Systems
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    • 제30권5호
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    • pp.537-544
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    • 2022
  • The optimal design of structural composite materials is a research topic that attracts the attention of lots researchers. For many more thirty years, there has been increasing interest in the applications in all kinds of topics, which means taking advantage of fuzzy set theory, fuzzy analysis, and fuzzy control for designing high-performance and efficient structural systems is a fundamental concern for engineers, and many applications require the use of a systems approach to combine structural and active control systems. Therefore, an intelligent method can be designed based on the mitigation method, and by establishing the stable of the closed-loop fuzzy mitigation system, the behavior of the closed-loop fuzzy mitigation system can be accurately predicted. In this article, the intelligent algorithm and optimum design of fuzzy theory for structural control has been provided and demonstrated effective and efficient in practical engineering issues.

지반조건을 고려한 브레이스된 강골조 구조물의 내진 최적설계 (Optimum Design of Braced Steel Framed Structures Considering Soil Condition Under Earthquake Loads)

  • 박문호;김기욱;이승조;박정활
    • 한국구조물진단유지관리공학회 논문집
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    • 제10권4호
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    • pp.97-107
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    • 2006
  • 본 연구는 지반조건을 고려한 브레이스된 강골조 구조물의 연속 및 이산화 내진 최적설계에 관한 내용이다. 지반조건을 고려한 구조해석과 연속 및 이산화 최적설계를 동시에 수행할 수 있는 내진 최적설계 프로그램을 개발하여 이를 브레이스가 없는 경우, Z-형, X-형의 브레이스 배치형태를 사용한 강골조 구조물에 적용하였고, 정하중, 지진하중을 고려하여 해석하였다. AISC-ASD 시방규정과 ATC-3-06에 규정한 사용성, 허용층간변위 및 다양한 제약조건을 모두 만족하는 최소중량, 설계변수 등을 도출하고, 특히 Newmark-Hall 설계스펙트럼 해석과 지반조건을 고려한 ATC 설계스펙트럼 해석 및 ATC 등가정적해석의 해석결과를 비교 분석함으로서 보다 내진에 적합한 브레이스 배치 형태 및 적용한 해석방법이 최적설계에 미치는 영향을 찾고자 하는데 그 목적이 있다.

하이브리드 구조설계 시스템을 이용한 선박블록 탑재용 러그구조 고찰 (Consideration of the Lifting Lug Structure using the Hybrid Structural Design System)

  • 함주혁;김동진
    • 한국해양공학회지
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    • 제23권2호
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    • pp.104-109
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    • 2009
  • In the view of the importance of material reduction due to the jump in oil and steel prices, an optimized structural system for lifting lugs was developed. Such a system is needed hundreds of thousands of times a year. A direct design process was added to this developed optimized system to increase the design efficiency and provide a way of directly inserting a designer's decisions into the design system process. In order to verify the system efficiency and convenience, several new prototype lug shapes were suggested using the developed system. From these research results, it was found that the slope of the main plate of the lug structure has a tendency to move from about 45 degrees to about 60 degrees and the design weight was reduced from an initial value of about 32kgf to about $15{\sim}19kg_f$ after the redesign. Based on these initial research results, an efficient reduction in steel weight was expected considering the enormous consumption of lug structures per year. Additionally, a more detail structural analysis through local strength evaluations will be performed to verify the efficiency of the optimum structural design for a lug structure.

선체구조(船體構造)의 최적설계(最適設計)(제1보)(第1報) -Bracket의 최소중량설계(最小重量設計)- (The Optimum Design of Ship Structures(1st Report) -Minimum Weight Design of Brackets-)

  • 장창두;나승수
    • 대한조선학회지
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    • 제21권4호
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    • pp.29-39
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    • 1984
  • In this paper, the membrane and buckling analysis of beams with various shaped brackets is performed by using the finite element method. From the viewpoint of minimum structural weight, a optimum design method to determine the optimal shapes and scantling of brackets under design load is proposed by investigating the effects of beam depth, bracket length and aspect ratio on the structural weight. Also optimal design data and charts for the brackets to support transverse girders or web frames of actual ships are provided. By the present design method, it is possible to perform optimum design of brackets used in actual ships, which could result in considerable reduction of structural weight or cost, increase of dead weight and service speed of ships.

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The comparative analysis of optimal designed web expanded beams via improved harmony search method

  • Erdal, Ferhat
    • Structural Engineering and Mechanics
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    • 제54권4호
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    • pp.665-691
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    • 2015
  • This study aims at comparing the optimum design of two common types open web expanded beams: with hexagonal openings, also called castellated beams and beams with circular openings referred to as cellular beams. The minimum weights of both beams are taken as the objective functions while the design constraints are respectively implemented from The Steel Construction Institute Publication Numbers 5 and 100. The design methods adopted in these publications are consistent with BS5950 parts. The formulation of the design problem considering the limitations of the above mentioned turns out to be a discrete programming problem. Improved harmony search algorithm is suggested to compare the optimum design of mentioned web-expanded beams to analysis the performance of both beams. The design algorithms based on the technique select the optimum Universal Beam sections, dimensional properties of hexagonal and circular holes and total number of openings along the beam as design variables.