• Title/Summary/Keyword: design procedure

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Design Strategies for Multi-Stage Axial Turbines (다단 축류터빈 공력설계 및 공력성능 향상기법)

  • Kang, Young-Seok;Rhee, DongHo;Cha, BongJun;Yang, SooSeok
    • The KSFM Journal of Fluid Machinery
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    • v.17 no.5
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    • pp.78-82
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    • 2014
  • This paper describes a brief aerodynamic design procedure of multi-stage axial turbine. The design procedure was established including one dimensional scratch design, through flow analysis with empirical correlations, two dimensional airfoil design and three dimensional airfoil stacking. Detailed aerodynamic performance assessment was done with full three dimensional CFD method at the design and off design conditions to construct turbine performance map. With the present method, aerodynamic design procedure of 1st and 2nd stages of high pressure turbine for 10,000lbf class turbofan engine was introduced.

A displacement-based seismic design procedure for buildings with fluid viscous dampers

  • Banuelos-Garcia, Francisco H.;Ayala, Gustavo;Lopez, Saul
    • Earthquakes and Structures
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    • v.18 no.5
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    • pp.609-623
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    • 2020
  • This paper presents a displacement-based seismic design procedure for new structures with fluid viscous dampers and/or for existing structures, where these devices are required as a retrofit measure and damage control. To consider the non-proportional damping produced by these devices in a conventional modal spectral analysis, the effect of the fluid viscous dampers is approximated as the sum of a proportional damping matrix and a complementary matrix which is representative of non-proportional damping matrix. To illustrate the application of this procedure and evaluate the performance of structures designed with the procedure proposed, five regular plane frames: 8, 12, 17, 20 and 25-storey, and an 8-storey building are designed. The seismic demands used for design and validation were the records obtained at the SCT site during the 1985 Michoacan earthquake, and that of the 2017 Morelos - Puebla earthquake obtained at the Culhuacan site, both stations located on soft soil sites. To validate the procedure proposed, the performances and damage distributions used as design targets were compared with the corresponding results from the nonlinear step-by-step analyses of the designed structures subjected to the same seismic demands.

Seismic Retrofit Design Procedure Using a Friction Damper (마찰 감쇠기를 사용한 구조물의 보강 설계법 제안)

  • Moon, Ki-Hoon;Han, Sang-Whan;Jo, Han-Chul;Lee, Kang-Seok
    • Journal of the Earthquake Engineering Society of Korea
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    • v.15 no.6
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    • pp.45-53
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    • 2011
  • The purpose of this study was to propose a design procedure for a damped structure with a friction damper for an existing structure. The target displacement of the damped structure was determined using the maximum displacement of the existing structure. The displacement of the damped structures was predicted using a proposed equation for the inelastic displacement ratio. For this study, we conducted a nonlinear response history analysis using 80 earthquake ground motions to verify the validity of the proposed design procedure by comparing the responses of the damped and undamped structures. Based on the dynamic analysis results, it was concluded that the predicted displacement of the damped structure using the proposed design procedure matched well with the analysis results.

A Fixed-order Controller Design by the Approximate Pole Placement (근사 극배치 개념에 의한 고정 차수 제어기 설계)

  • Ko, Jong-Moon;Hur, Myung-Joon;Lee, Suk-Won
    • Proceedings of the KIEE Conference
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    • 1999.11c
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    • pp.472-474
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    • 1999
  • The design procedure originally proposed by Manabe is involved, because experiences and manual skills are necessary, especially, in the case of designing low fixed-order controllers for high-order plants, and the concept of manual skills are not clearly defined. So we propose a concept and a design procedure of Approximate Pole Placement that substitute for the manual skills. And the validity of the procedure is shown by example problems. Moreover, we also propose a procedure of adding the role of improving transient response performance to the feedforward compensator that previously has only the role of tracking in steady-state the validity of the procedure is also shown by example problems.

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Topological design of structures using an evolutionary procedure (점진적 최적화 기법을 이용한 구조물의 위상 설계)

  • 최창근;류명기;송명관
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 1996.10a
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    • pp.315-321
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    • 1996
  • The structural topology optimization presented in this paper is based on an evolutionary procedure, developed by Xie and Steven, in which the low stressed material of a structure is removed from the structure step-by-step until an optimal design is obtained. By appling this procedure a layout or topology of a structure can be found from a initial block of material. The purpose of this paper is to implement the evolutionary procedure, introduce some novel features and investigate its feasibility by studying a few examples.

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MRA AND POD APPLICATION FOR AERODYNAMIC DESIGN OPTIMIZATION (MRA와 POD를 적용한 공력특성 최적설계)

  • Koo, B.C.;Han, J.H.;Jo, T.H.;Park, K.H.;Lee, D.H.
    • Journal of computational fluids engineering
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    • v.20 no.2
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    • pp.7-15
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    • 2015
  • This paper attempts to evaluate the accuracy and efficiency of a design optimization procedure by combining wavelets-based multi resolution analysis method and proper orthogonal decomposition (POD) technique. Aerodynamic design procedure calls for high fidelity computational fluid dynamic (CFD) simulations and the consideration of large number of flow conditions and design constraints. Thus, even with significant computing power advancement, current level of integrated design process requires substantial computing time and resources. POD reduces the degree of freedom of full system by conducting singular value decomposition for various field simulations. In this research, POD combined Design Optimization model is proposed and its efficiency and accuracy are to be evaluated. For additional efficiency improvement of the procedure, multi resolution analysis method is also being employed during snapshot constructions (POD training period). The proposed design procedure was applied to the optimization of wing aerodynamic performance. Throughout the research, it was confirmed that the POD/MRA design procedure could significantly reduce the total design turnaround time and also capture all detailed complex flow features as in full order analysis.

Member Selection Procedure in the Steel Structural Design (강구조물설계에서 부재선정의 시스템화 방법론)

  • 이영호;김상철;김흥국;이병해
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 1995.10a
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    • pp.197-206
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    • 1995
  • In structural design procedure, The procedure of member selection manages complex data relationship and reflects structural expert's knowledge. It is a difficult problem to construct an effective system with the conventional l programming technique. Knowledge_based s!'stem is a software system capable of supporting the explicit representation of expert's knowledge in member selection process through member data and reasoning mechanisms. This study describes useful methodology for structuring knowledge and representing relation between member data and knowledge. And this study shows the application of this member for member selection in the steel structural design.

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Dimension-Tolerance Design with Cost Factors (비용요소를 고려한 치수공차설계)

  • 강병철;윤원영
    • Journal of Korean Society for Quality Management
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    • v.26 no.1
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    • pp.172-191
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    • 1998
  • In this paper, dimension tolerance design for components is studied. Three cost factors are considered: machining cost, rework cost, and loss related to product quality which is affected by the tolerances of components. We propose a procedure to determine the optimal tolerances of components and a, pp.y the procedure to design the tolerances of fine motion stage in semicoduct machine. We compare the proposed procedure with the existing model for determining tolerance economically.

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Assessment of FEMA356 nonlinear static procedure and modal pushover analysis for seismic evaluation of buildings

  • Khoshnoud, Hamid Reza;Marsono, Kadir
    • Structural Engineering and Mechanics
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    • v.41 no.2
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    • pp.243-262
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    • 2012
  • Nonlinear static analysis as an essential part of performance based design is now widely used especially at design offices because of its simplicity and ability to predict seismic demands on inelastic response of buildings. Since the accuracy of nonlinear static procedures (NSP) to predict seismic demands of buildings affects directly on the entire performance based design procedure, therefore lots of research has been performed on the area of evaluation of these procedures. In this paper, one of the popular NSP, FEMA356, is evaluated and compared with modal pushover analysis. The ability of these procedures to simulate seismic demands in a set of reinforced concrete (RC) buildings is explored with two level of base acceleration through a comparison with benchmark results determined from a set of nonlinear time history analyses. According to the results of this study, the modal pushover analysis procedure estimates seismic demands of buildings like inter story drifts and hinges plastic rotations more accurate than FEMA356 procedure.

Development of a Design Program for Instrument Flight Procedure (계기비행절차 설계 프로그램 개발)

  • Song, Jae-Hoon;Kim, Hyuk;Jung, Hong-Ki;Lee, Jang-Yeon
    • Aerospace Engineering and Technology
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    • v.13 no.2
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    • pp.185-193
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    • 2014
  • In this study, development process of a design program for Instrument Flight Procedure (IFP) is briefly described. Survey results and corresponding analysis are shown to enhance a market competence of the deliverables. Standards and regulations for IFP design are analyzed to derive the system requirements. Detail development processes and test procedures are explained.