• Title/Summary/Keyword: Sectional structure

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Optimal Design of Reinforced Concrete Frame Structure by Limit State Design Method (LSD에 의한 철근콘크리트 뼈대 구조의 최적설계)

  • 김동희;유홍렬;박문호
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.27 no.4
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    • pp.61-67
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    • 1985
  • This study is concerned with the optimum design of reinforced concrete frame structure with multi-stories and multi-bays by Limit State Design Method aimed to establish a synthetical optimal method that can simultaneously acomplish structural analysis and sectional desig. For optimum solution, the Successive Linear Programming known as effective to nonlinear optimization problem: including both multi-design variables and mulit-constrained condition was applied. The developed algorithm was applied to an actual structure and reached following results. 1)The developed algorithm was rvey effective converging to an optimal solution with 3 to 5 iteration. 2)An optimal solution was showed when bending moment redistribution factor a was 0.80. 3)The column was, regardless of story, controlled by the long column when unbraced, while in case of braced column, it is designed with 3 short column controlled by thrust and bending moment, and the supporting condition had little effect on the optimization results.

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Reinforcing Effect of Thin-wall at Serviceability Condition (상시하중상태에서 박벽의 보강효과에 대한 연구)

  • Kim, Doo-Hwan;Yoon, Seong-Soo;Park, Jin-Seon
    • Journal of The Korean Society of Agricultural Engineers
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    • v.52 no.2
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    • pp.11-17
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    • 2010
  • For the reasonable analysis of design problems for agricultural facilities, considered the reinforcing effect of thin-wall. The most of agricultural structure is constructed small scale and have many purposes. Thus it has been designed temporary rather than permanent structure, and has relatively large slenderness ratio, small section and semi-rigid condition. Therefore many agricultural facilities are consist of relatively strong frame with weak wall at the viewpoint of stiffness and have not been reflected in the design. But the tension field influences to collapse of structure have already known. Therefore, we need quantification the effect of tension field at structural analysis. In this study, present the method of quantification the effect of tension field that came out thin-plate surrounded by high stiffness frame. The numerical results show that the effect of tension field effect for thin-wall is about 5% of the sectional area of frame in study agricultural facilities.

Fabrication and forming of metallic sandwich plates with bi-directional corrugated inner structure (두 방향 주름구조를 내부구조로 하는 금속 샌드위치 판재의 제작 및 성형)

  • Seong, D.Y.;Jung, C.G.;Shim, D.S.;Yang, D.Y.;Kim, J.Y.;Kim, J.H.;Chung, W.J.
    • Proceedings of the Korean Society for Technology of Plasticity Conference
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    • 2006.05a
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    • pp.281-284
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    • 2006
  • Metallic sandwich plates with hi-directional inner structure are important new structures for forming applications. Bi-directional corrugated inner structures with less than 25% of relative density are fabricated by piecewise sectional forming process and then bonded with two face sheets by adhesive bonding. Drawing and U-bending experiments have performed and shown that the radius of curvature of sandwich plates is 75mm and sandwich plates are bended 90 degrees without collapse of inner structures. Bi-directional inner structures are suggested to improve formability of sandwich plates for bending and drawing.

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Optimization of Frame Structures with Natural Frequency Constraints (고유진동수 제약조건을 고려한 프레임 구조물의 최적화)

  • Kim, Bong-Ik;Lee, Seong-Dae
    • Journal of Ocean Engineering and Technology
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    • v.24 no.6
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    • pp.109-113
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    • 2010
  • We present the minimum weight optimum design of cross sectional for frame structures subject to natural frequency. The optimum design in this paper employ discrete and continuous design variables and Genetic Algorithms. In this paper, Genetic Algorithms is used in optimization process, and be used the method of Elitism and penalty parameters in order to improved fitness in the reproduction process. For 1-Bay 2-Story frame structure, in examples, continuous and discrete design variables are used, and W-section (No.1~No.64), from AISC, discrete data are used in discrete optimization. In this case, Exhaustive search are used for finding global optimum. Continuous variables are used for 1-Bay 7-Story frame structure. Two typical frame structure optimization examples are employed to demonstrate the availability of Genetic Algorithms for solving minimum weight optimum of frame structures with fundamental and multi frequency.

C-axis Orientation and Growth Structure of AIN Thin Films on $SiO_2$/Si Substrates Deposited by Reactive RF Magnetron Sputtering

  • Joo, Han-Yong;Lee, Jae-Bin;Kim, Hyeong-Joon
    • The Korean Journal of Ceramics
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    • v.3 no.4
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    • pp.257-262
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    • 1997
  • Aluminum nitride(AIN) thin films were deposited on SiO$_2$/Si substrates by reactive sputtering for the application of SAW devices. The major deposition parameters such as pressure, nitrogen fraction, rf power, substrate distance were changed to find out the optimal condition for c-axis oriented thin films on an amorphous substrate. The effects of deposition parameters on the crystal structure, residual stress, and growth morphology of thin films were characterized by XRD, SEM, and TEM. The FWHM of (002) rocking curve of the films deposited at the proper condition was lower than 2.2$^{\circ}$(C=0.93$^{\circ}$). Cross-sectional TEM showed that self-aligned structure was developed just after slightly random growth at the initial stage. The frequency characteristics of test device fabricated from AIN thin films confirmed their piezoelectric property and applicability for SAW devices.

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Study on optimum structure of free-breathing Polymer Electrolyte Membrane Fuel Cell (PEMFC) for robotic application (로봇용 자연급기형 연료전지의 최적구조에 관한 연구)

  • Choi, Jae-Hyuk;Park, Sang-Kyun
    • Journal of Advanced Marine Engineering and Technology
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    • v.30 no.2
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    • pp.231-238
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    • 2006
  • The performance of free-breathing polymer electrolyte membrane fuel cell (PEMFC) was studied experimentally and the effect of cathode separator structure on the cell performance was investigated. Cathode separators were used for the cell with $18cm^2$ active area. In channel type, the contact resistance is low, and the nature convection. which is strongly affected by the cross-sectional shape of cathode separator channel, is dominant in a cell performance. The maximum power density with $18cm^2$ active area is $105mW/cm^2$ using the 10mm depth and 2mm width channel. A computational analysis was optimum structure of free-breathing channel type PEMFC for robotic application.

2D Image Reconstruction of Bone Using Ultrasound Velocity in Diagnosing Osteoporosis (골다공증 진단에서의 초음파 속도 파라미터를 이용한 2차원 골 영상의 재구성)

  • 김주영;윤세진;최흥호
    • Proceedings of the IEEK Conference
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    • 2002.06e
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    • pp.277-280
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    • 2002
  • In this paper, it is fundamental purpose that finding the relationship between quality and structure of bone, by reconstructing the bone structure image, using ultrasound. In this study, longitudinal transmission method was used for experiment as basic measuring method, which is known as ultrasonic diagnosis method for human tibia. And using ultrasonic velocity parameter that can be detected and calculated with the transmitted signal, new estimated parameter, called Bone Area Fraction, is applied to reconstruct image. Through the in-vitro experiment in cattle's tibia bone, basic sectional image of bone which is similar in real bone structure image can be reconstructed.

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Vehicle Load Effects on Slab of Parking Garage Structure (주차장 구조물 슬래브의 차량하중영향에 관한 연구)

  • 곽효경;송종영
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 1997.04a
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    • pp.131-138
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    • 1997
  • The equivalent vehicle load factors which can consider the concentrated wheel load effect in slab design of parking garage structure are proposed. Based on the standard vehicle with total weight of 2.4 ton which is designed through the investigation of small to medium vehicle produced in Korea and the review of numerous foreign design codes for parking garage structure, the effects of moving vehicle loads on slab are analyzed using the finite element method. Besides. the relationships between the equivalent load factors and the sectional dimensions are established by regression analysis. The calculation of design forces can be easily accomplished without taking sophisticated numerical analysis for the moving vehicle load as the results obtained to the distributed load are multiplied by the proposed load factors in practice.

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Hydrodynamic Motion and Structural Performance of Concrete Floating Structure by Length Using Numerical Analysis (수치해석을 통한 콘크리트 부유구조체 길이에 따른 운동 및 구조성능 검토)

  • Lee, Du-Ho;You, Young-Jun
    • Journal of the Korea Concrete Institute
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    • v.25 no.4
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    • pp.401-409
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    • 2013
  • In the present study, numerical analysis was performed for hydrodynamic motion and structural performance on four different concrete floating structures, which have same cross-section but different length. The hydrodynamic analysis of floating structures is carried out using ANSYS AQWA with the different 34 wave load on regular wave period from three seconds to ten seconds in 35 m water depth. In order to evaluate structural performance of floating structures under the critical wave load which obtained from hydrodynamic analysis. The integrated analysis is also carried out through the mapping method, which can directly connect the wave-induced hydraulic pressure obtained form ANSYS AQWA to Finite Element Model in ANSYS Mechanical. As a results of this study, the hydrodynamic motion of floating structures is decreased as the length of structure increased. It means that the effect of wave-structure interaction is strongly dependent on the relationship between a wave period and a length of structure. Moreover, it is found that tension stress on bottom slab of floating structure is occurred by the critical wave load, the sectional force is not influenced by length of a structure.

V-band CPW 3-dB Directional Coupler using Tandem Structure (Tandem구조를 이용한 V-band용 CPW 3-dB 방향성 결합기)

  • Moon Sung-Woon;Han Min;Baek Tae-Jong;Kim Sam-Dong;Rhee Jin-Koo
    • Journal of the Institute of Electronics Engineers of Korea TC
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    • v.42 no.7 s.337
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    • pp.41-48
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    • 2005
  • We design and fabricate 3-dB tandem directional coupler using the coplanar waveguide structure which is applicable to balanced amplifiers and mixers for 60 GHz wireless local area network system. The coupler comprises the multiple-sectional parallel-coupled lines to facilitate the fabrication process, and enable smaller device size and higher directivity than those of the conventional 3-dB coupler employing the edge-coupled line. In this study, we adopt the structure of two-sectional parallel-coupled lines of which each single-coupled line has a coupling coefficient of -8.34 dB and airbridge structure to monolithically materialize the uniplanar coupler structure instead of using the conventional multilayer or bonded structure. The airbridge structure also supports to minimize the parasitic components and maintain desirable device performance in V-band (50$\~$75 GHz). The measured results from the fabricated couplers show couplings of 3.S$\~$4 dB and phase differences of 87.5$^{\circ}{\pm}1^{\circ}$ in V-band range and show directivities higher than 30 dB at a frequency of 60 GHz.