• 제목/요약/키워드: Vibration resistance

검색결과 425건 처리시간 0.025초

Optimum design of steel floor system: effect of floor division number, deck thickness and castellated beams

  • Kaveh, A.;Ghafari, M.H.
    • Structural Engineering and Mechanics
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    • 제59권5호
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    • pp.933-950
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    • 2016
  • Decks, interior beams, edge beams and girders are the parts of a steel floor system. If the deck is optimized without considering beam optimization, finding best result is simple. However, a deck with higher cost may increase the composite action of the beams and decrease the beam cost reducing the total cost. Also different number of floor divisions can improve the total floor cost. Increasing beam capacity by using castellated beams is other efficient method to save the costs. In this study, floor optimization is performed and these three issues are discussed. Floor division number and deck sections are some of the variables. Also for each beam, profile section of the beam, beam cutting depth, cutting angle, spacing between holes and number of filled holes at the ends of castellated beams are other variables. Constraints include the application of stress, stability, deflection and vibration limitations according to the load and resistance factor (LRFD) design. Objective function is the total cost of the floor consisting of the steel profile cost, cutting and welding cost, concrete cost, steel deck cost, shear stud cost and construction costs. Optimization is performed by enhanced colliding body optimization (ECBO), Results show that using castellated beams, selecting a deck with higher price and considering different number of floor divisions can decrease the total cost of the floor.

Transiting test method for galloping of iced conductor using wind generated by a moving vehicle

  • Guo, Pan;Wang, Dongwei;Li, Shengli;Liu, Lulu;Wang, Xidong
    • Wind and Structures
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    • 제28권3호
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    • pp.155-170
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    • 2019
  • This paper presents a novel test method for the galloping of iced conductor using wind generated by a moving vehicle which can produce relative wind field. The theoretical formula of transiting test is developed based on theoretical derivation and field test. The test devices of transiting test method for aerodynamic coefficient and galloping of an iced conductor are designed and assembled, respectively. The test method is then used to measure the aerodynamic coefficient and galloping of iced conductor which has been performed in the relevant literatures. Experimental results reveal that the theoretical formula of transiting test method for aerodynamic coefficient of iced conductor is accurate. Moreover, the driving wind speed measured by Pitot tube pressure sensors, as well as the lift and drag forces measured by dynamometer in the transiting test are stable and accurate. Vehicle vibration slightly influences the aerodynamic coefficients of the transiting test during driving in ideal conditions. Results of transiting test show that the tendencies of the aerodynamic coefficient curve are generally consistent with those of the wind tunnel tests in related studies. Meanwhile, the galloping is fairly consistent with that obtained through the wind tunnel test in the related literature. These studies validate the feasibility and effectiveness of the transiting test method. The present study on the transiting test method provides a novel testing method for research on the wind-resistance of iced conductor.

필로티형 저층 내력벽주택의 내진설계 고려사항 (Considerations for Seismic Design of Low-Rise Residential Bearing Wall Buildings with Pilotis)

  • 이승제;엄태성
    • 한국지진공학회논문집
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    • 제23권1호
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    • pp.31-42
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    • 2019
  • In this study, the results of an analytical investigation on the seismic behavior of two residential 4-story bearing wall buildings with pilotis, each of which has symmetric or unsymmetric wall arrangement at their piloti level, are presented. The dynamic characteristics and lateral resistance of the piloti buildings were investigated through linear elastic and nonlinear static analyses. According to the results, the analytical natural period of vibration of the piloti buildings were significantly shorter than the fundamental period calculated in accordance with KBC 2016. In the initial elastic behavior, the walls resisting in-plane shear contributed to the lateral stiffness and strength, while the contribution of columns resisting flexural moments in double curvature was limited. However, after the shear cracking and yielding of the walls occurred, the columns significantly contributed to the residual strength and ductility. Based on those investigations, design recommendations of low-rise bearing wall buildings with piloti configuration are given.

2017 포항지진에 의한 필로티형 내력벽건물의 구조손상 분석 (Investigation of Structural Damage in Bearing Wall Buildings with Pilotis by 2017 Pohang Earthquake)

  • 엄태성;이승제;박홍근
    • 한국지진공학회논문집
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    • 제23권1호
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    • pp.9-18
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    • 2019
  • In 2017 Pohang Earthquake, a number of residential buildings with pilotis at their first level were severely damaged. In this study, the results of an analytical investigation on the seismic performance and structural damage of two bearing wall buildings with pilotis are presented. The vibration mode and lateral force-resisting mechanism of the buildings with vertical and plan irregularity were investigated through elastic analysis. Then, based on the investigations, methods of nonlinear modeling for walls and columns at the piloti level were proposed. By performing nonlinear static and dynamic analyses, structural damages of the walls and columns at the piloti level under 2017 Pohang Earthquake were predicted. The results show that the area and arrangement of walls in the piloti level significantly affected the seismic safety of the buildings. Initially, the lateral resistance of the piloti story was dominated mainly by the walls resisting in-plane shear. After shear cracking and yielding of the walls, the columns showing double-curvature flexural behavior contributed significantly to the residual strength and ductility.

OSP와 ENIG 표면처리에 따른 BGA 패키지의 무연솔더 접합부 피로수명 (Solder Joints Fatigue Life of BGA Package with OSP and ENIG Surface Finish)

  • 오철민;박노창;홍원식
    • 대한금속재료학회지
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    • 제46권2호
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    • pp.80-87
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    • 2008
  • Many researches related to the reliability of Pb-free solder joints with PCB (printed circuit board) surface finish under thermal or vibration stresses are in progress, because the electronics is operating in hash environment. Therefore, it is necessary to assess Pb-free solder joints life with PCB surface finish under thermal and mechanical stresses. We have investigated 4-points bending fatigue lifetime of Pb-free solder joints with OSP (organic solderability preservative) and ENIG (electroless nickel and immersion gold) surface finish. To predict the bending fatigue life of Sn-3.0Ag-0.5Cu solder joints, we use the test coupons mounted 192 BGA (ball grid array) package to be added the thermal stress by conducting thermal shock test, 500, 1,000, 1,500 and 2,000 cycles, respectively. An 4-point bending test is performed in force controlling mode. It is considered that as a failure when the resistance of daisy-chain circuit of test coupons reaches more than $1,000{\Omega}$. Finally, we obtained the solder joints fatigue life with OSP and ENIG surface finish using by Weibull probability distribution.

Simulation of Dynamic Characteristics of a Trigenerative Climate Control System Based On Peltier Thermoelectric Modules

  • Vasilyev, G.S.;Kuzichkin, O.R.;Surzhik, D.I.
    • International Journal of Computer Science & Network Security
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    • 제21권6호
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    • pp.252-257
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    • 2021
  • The application of the principle of trigeneration allows to simultaneously provide electricity to power electronic devices, as well as heat and cold to create the necessary microclimate of the premises and increase efficiency compared to separate cooling and heating systems. The use of Peltier thermoelectric modules (TEM) as part of trigenerative systems allows for smooth and precise control of the temperature regime, high manufacturability and reliability due to the absence of moving parts, resistance to shock and vibration, and small weight and size parameters of the system. One of the promising areas of improvement of trigenerative systems is their modeling and optimization based on the automatic control theory. A block diagram and functional model of an energy-saving trigenerative climate control system based on Peltier modules are developed, and the transfer functions of an open and closed system are obtained. The simulation of the transient characteristics of the system with varying parameters of the components is performed. The directions for improving the quality of transients in the climate control system are determined, as well as the prospects of the proposed methodology for modeling and analyzing control systems operating in substantially nonlinear modes.

세 가지 평면 형상에 따른 비틀림 비정형 빌딩구조물의 지진응답 분석 (Seismic Response Analysis of Twisted Buildings with Three Planar Shapes)

  • 이다혜;김현수;강주원
    • 한국공간구조학회논문집
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    • 제21권4호
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    • pp.23-30
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    • 2021
  • In this paper, a twisted shape structure with an elevation form favorable to the resistance of vibration caused by wind loads is selected from among the forms of high-rise buildings. The analytical model is a square, triangular, and hexagonal plane with a plane rotation angle of one degree from 0 to 3 degrees per each story. As a result of the analysis, as the twist angle increased, story drift ratio is increased. Responses with different eccentricity rates were shown by analytical models. Therefore planar shapes designed symmetrically to the horizontal axis of X and Y are considered advantageous for eccentricity and torsion deformation. In the case of the bending moment of the column, the response was amplified in the column supporting the base floor, the roof floor, the floor in which the cross-section of the vertical member changes, and the floor having the same number of nodes as the base floor. Finally, the axial force response of the column is determined to be absolutely affected by the gravity load compared to the lateral load.

Frequency response of elastic nanocomposite beams containing nanoparticles based on sinusoidal shear deformation beam theory

  • Hou, Suxia;Wu, Shengbin;Luo, Jijun;Nasihatgozar, Mohsen;Behshad, Amir
    • Steel and Composite Structures
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    • 제45권4호
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    • pp.555-562
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    • 2022
  • Improving the mechanical properties of concrete in the construction industry in order to increase resistance to dynamic and static loads is one of the essential topics for researchers. In this work, vibration analysis of elastic nanocomposite beams reinforced by nanoparticles based on mathematical model is presented. For modelling of the strucuture, sinusoidal shear deformation beam theory (SSDBT) is utilized. Mori-anak model model is utilized for obtaining the effective properties of the strucuture including agglomeration influences. Utilizing the energy method and Hamilton's principal, the motion equations are calculated. The frequency of the elastic nanocomposite beam is obtanied by analytical method. The aim of this work is investigating the effects of nanoparticles volume percent and agglomeration, length and thickness of the beam on the frequency of the structure. The results show that the with enhancing the nanoparticles volume percent, the frequency is increased. In addition, the water absorption of the concrete is presented in this article.

3차원으로 정렬된 h-BN을 이용한 향상된 기계적 특성을 가지는 배터리 하우징용 고분자 복합소재 제작 (Fabrication of 3D Aligned h-BN based Polymer Composites with Enhanced Mechanical Properties for Battery Housing)

  • 송기호;송현승;이상인;안창의
    • 한국분말재료학회지
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    • 제31권4호
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    • pp.329-335
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    • 2024
  • As the demand for electric vehicles increases, the stability of batteries has become one of the most significant issues. The battery housing, which protects the battery from external stimuli such as vibration, shock, and heat, is the crucial element in resolving safety problems. Conventional metal battery housings are being converted into polymer composites due to their lightweight and improved corrosion resistance to moisture. The transition to polymer composites requires high mechanical strength, electrical insulation, and thermal stability. In this paper, we proposes a high-strength nanocomposite made by infiltrating epoxy into a 3D aligned h-BN structure. The developed 3D aligned h-BN/epoxy composite not only exhibits a high compressive strength (108 MPa) but also demonstrates excellent electrical insulation and thermal stability, with a stable electrical resistivity at 200 ℃ and a low thermal expansion coefficient (11.46×ppm/℃), respectively.

과기능적 음성장애 환자의 물저항발성: 튜브 직경과 물 깊이가 물거품 높이 및 최대발성지속시간에 미치는 영향 (Tube phonation in water for patients with hyperfunctional voice disorders: The effect of tube diameter and water immersion depth on bubble height and maximum phonation time)

  • 김민경;최성희;윤종인
    • 말소리와 음성과학
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    • 제15권2호
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    • pp.31-40
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    • 2023
  • 목적: 물 속에서 튜브 발성은 semi-occluded vocal tract(SOVT) 연습 중 하나로 환자가 튜브를 물 속에 잠기게 하여 거품을 내면서 발성을 하는 것으로 음성 훈련에 널리 사용되어 왔다. 본 연구는 과기능성 음성장애 환자를 대상으로 물저항발성 동안 튜브 직경과 튜브를 담그는 물 깊이가 물거품 높이와 최대발성지속시간(maximum phonation time, MPT)에 미치는 영향을 조사하는 것을 목적으로 한다. 방법: 과기능성 음성장애 환자 17명에게 튜브 직경(5, 7, 10 mm), 튜브를 담그는 물 깊이(4, 7, 10 cm)에 따라 지속적인 /u/발성을 하면서 거품을 내도록 하였다. 물거품 높이 및 MPT 기록을 위해 수위 센서를 이용한 물저항발성 바이오피드백 시스템을 사용하였다. 결과: 물거품 높이는 튜브 직경에 의해 유의하게 변화한 반면 MPT는 튜브 직경과 깊이에 따라 유의하게 변화하였다. 직경이 더 넓을수록 주어진 깊이에 대해 유의하게 낮은 물거품 높이를 나타냈지만, 상대적으로 일관된 버블 높이가 유지되었다. 물의 깊이에 따라 주어진 튜브 직경에서 물거품 높이는 유의한 차이가 없었으나, 물의 깊이에 따라 MPT는 유의하게 감소하였고 튜브가 넓을수록 MPT가 유의하게 감소하였다. 결론: 수위 센서 방식의 물저항 바이오피드백 시스템은 튜브 직경 및 수심에 따른 기포 특성 및 성대 진동에 대해 유용한 정보를 제공하였다. 또한, 수위센서를 이용한 물저항발성 바이오시스템은 과기능적 음성장애가 있는 환자의 물저항 발성 중 호흡 지지를 모니터링하는 데 유용하게 사용될 수 있다.