• 제목/요약/키워드: Stiffness Reduction

검색결과 823건 처리시간 0.028초

강성저하 실험식 및 연성계수를 이용한 철근콘크리트 전단벽 구조시스템의 비탄성 하중-변위 관계식 예측 (Prediction of Inelastic Force-Displacement Relationships of Reinforced Concrete Shear Wall Systems Based on Prescribed Ductilities)

  • 홍원기
    • 전산구조공학
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    • 제8권4호
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    • pp.159-171
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    • 1995
  • 한 cycle의 이력곡선 loop을 완전히 표현하기 위해서는 pinch force, drift offset, effective stiffness, unloading, reloading, tangential stiffness 등의 변수가 필요하게 된다. 각 이력 loop에 대해 이들 변수들은 에너지 소산정도에 따라 변위와 축력의 함수로 표현될 수 있다. 본 논문에서는 먼저 16개의 전단벽 실험에서 얻어진 이력곡선 데이타를 분석하여 앞에 기술된 모든 변수를 표준화된 변위(.DELTA/.DELTA.y)의 함수로 표현했으며 이를 바탕으로 이력곡선의 포락선으로 표현되는 힘-변위관계를 예측할 수 있는 6개의 step을 제시하였다. 제시된 기법으로 구해진 비탄성 힘-변위관계는 실험곡선과 비교되었으며 내진설계에 있어서 가장 중요한 요소중 하나인 구조물의 비탄성 힘-변위관계를 예측하는 편리한 기법으로 이용될 수 있음을 보였다.

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자동차의 비틀림 강성 향상에 관한 연구 (A Study on Torsional Stiffness Improvement of a Vehicle)

  • 임기창;임석현
    • 한국화재소방학회논문지
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    • 제11권1호
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    • pp.47-54
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    • 1997
  • 소방자동차를 비롯한 모든 자동차의 비툴립 강성이 약하면 차체에 크혜이 발생함과 동시에 고유진 동수가 낮아져 진동소음 발생의 원인이 된다. 이 논문은 최소한의 중량증가로 비틀림 강성을 최대한 중 가시키는 방안올 제시한 것에 관한 것으로, 방안 검토를 위하여 탄성론을 이용한 이론해석을 실시하였 고, 또한 이의 검증을 위하여 유한요소법에 의한 해석 및 실제 차체를 이용한 실험을 질시하였다. 본 논 문에서 사용한 자동차는 숭용차를 사용하였다. 그 이유는 실험 및 계산이 용이하고, 또한 계산결과를 소방자동차 퉁을 비롯한 모든 자동차에 적용 할 수 있기 때문이다.

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변동물림강성/감쇠와 마찰을 고려한 기어구동계의 동특성 해석 (Dynamic Analysis of a Gear Driving System with Time-varying Mesh Stiffness/Damping and Friction)

  • 김우형;정태일;정진태
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2006년도 춘계학술대회논문집
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    • pp.224-231
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    • 2006
  • A six-degree-of-freedom dynamic model with time-varying mesh stiffness/damping and friction has been developed for the dynamic analysis of a gear driving system. This model includes a spur gear pair, bearing, friction and prime mover. Using Newton???s method, equations of motion for the gear driving system were derived. Two computer programs are developed to calculate mesh stiffness, transmission error and friction force and analyze the dynamics of the modeled system using a time integration method. The influences of mesh stiffness/damping, bearing, and friction affecting the system were investigated by performing eigenvalue analysis and time response analysis. It is found that the reduction of the maximum peak magnitude by friction is decided according to designing the positions of pitch point and maximum peak in the responses.

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Dynamic Characteristics and Responses of Tall Building Structures with Double Negative Stiffness Damped Outriggers

  • Sun, Feifei;Duan, Ningling;Wang, Meng;Yang, Jiaqi
    • 국제초고층학회논문집
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    • 제10권3호
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    • pp.229-242
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    • 2021
  • Dynamic characteristics of tall building structures with double negative stiffness damped outriggers (2NSDO) are parametrically studied using the theoretical formula. Compared with one negative stiffness damped outrigger (1NSDO), 2NSDO can achieve a similar maximal modal damping ratio with a smaller negative stiffness ratio. Besides, the 2NSDO can improve the maximum achievable damping ratio to about 30% with less consumption of an outrigger damping coefficient compared with the double conventional damped outriggers (2CDO). Besides, the responses of structures with 2NSDO under fluctuating wind load are investigated by time-history analysis. Numerical results show that the 2NSDO is effective in reducing structural acceleration under fluctuating wind load, being more efficient than 1NSDO.

비틀림 댐퍼를 이용한 PTO 전동 라인의 치타음 감소 (Reduction of the Rattle Noise of PTO Driveline using a Tosional Damper)

  • 박영준;김경욱
    • Journal of Biosystems Engineering
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    • 제31권4호
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    • pp.315-322
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    • 2006
  • A torsional damper comprised of two stage pre-dampers was used to reduce the rattle noise generated in the PTO gear box of a direct engine-PTO driveline of agricultural tractors. It was designed and mounted to the engine flywheel to reduce the torque fluctuation-induced speed variations at the driving gears in the PTO gearbox, which were found to be main cause of the rattle noise. The effects of a hysteresis torque and a torsional stiffness of the damper on the speed variation were analyzed using an 11 degree of freedom non-linear model of the damped PTO driveline. The torsional damper was represented by a single degree of freedom model with 7 parameters. Under a constant hysteresis torque, velocity variation was reduced with decrease in the torsional stiffness of the damper. The velocity variation was also decreased with decrease in the hysteresis torque under a constant torsional stiffness. Optimum values of the torsional stiffness and hysteresis torque were obtained by the model simulation for the PTO driveline under the study. When the optimum values of the damper were used, the sound pressure level of the rattle noise was reduced by 81%, resulting in a reduction of 15dB(A). The optimum damper also reduced the engine speed variation, resulting in a reduction of 80% at the driving gears in the PTO gearbox. The torsional damper showed a good performance in reducing the rattle noise caused by the speed variation in the direct engine-PTO driveline.

CBD 시스템으로 보강된 비내진 RC 골조의 내진성능 평가 (Seismic Capacity of Non-seismic Designed RC Framed Building Retrofitted by CBD System)

  • 허무원;이상현;천영수
    • 콘크리트학회논문집
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    • 제27권6호
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    • pp.625-632
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    • 2015
  • 본 연구에서는 내진설계 이전에 지어진 학교 건물을 대상으로 내진보강효과를 알아보기 위하여 CBD 시스템을 설치하여 기존 비내진 설계된 보강 RC골조 실험결과와 비교 분석하였다. 실험결과, 비내진 설계된 실험체는 좌 우측 기둥의 상 하부에 피해가 집중되면서 급격한 강도저하와 함께 취성적인 전단파괴의 양상을 나타낸 반면, CBD 시스템을 보강한 실험체는 강도 및 강성의 증가와 함께 탄소성 거동을 보이면서 에너지 흡수 능력이 큰 타원형의 이력특성을 나타내었다. 또한, 두 실험체의 강성저하를 비교한 결과 CBD 시스템을 보강한 실험체가 강성저하를 방지하는데도 효과적임을 알 수 있었다. 에너지소산능력도 CBD 시스템을 보강한 실험체가 비보강 실험체에 비해 약 4.0배의 향상된 결과를 나타내었다. 이러한 에너지소산능력의 증진은 내력과 변형 능력의 증진에 따른 결과라고 사료된다. 본 연구에서 제안하는 CBD 시스템을 적용할 경우 비내진 상세를 갖는 철근콘크리트 골조의 내력 증진 및 안전성 확보를 위해 국내 내진기준에서 요구하는 허용층간변형각 기준을 만족하도록 보강하는데 용이하게 적용될 수 있을 것으로 판단된다.

더블 I형 감쇠장치로 보강한 비내진 RC 골조의 내진성능 평가 (Seismic Capacity of Non-seismic Designed RC Framed Building Retrofitted by Double I-type Metallic Damper)

  • 허무원;천영수;황재승;김종호
    • 한국구조물진단유지관리공학회 논문집
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    • 제19권6호
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    • pp.10-17
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    • 2015
  • 본 연구에서는 내진설계 이전에 지어진 학교 건물을 대상으로 내진보강효과를 알아보기 위하여 벽체로 지지되는 강재이력형 감쇠장치를 설치하여 기존 비내진 설계된 보강 RC골조 실험결과와 비교 분석하였다. 실험결과, 비내진 설계된 실험체는 좌 우측 기둥의 상 하부에 피해가 집중되면서 급격한 강도저하와 함께 취성적인 전단파괴의 양상을 나타낸 반면, 더블 I형 감쇠장치를 보강한 실험체는 감쇠장치 보강으로 강도 및 강성의 증가와 함께 탄소성 거동을 보이면서 에너지 흡수 능력이 큰 타원형의 이력특성을 나타내었다. 또한, 두 실험체의 강성저하를 비교한 결과 더블 I형 감쇠장치를 보강한 실험체가 강성저하를 방지하는데도 효과적임을 알 수 있었다. 에너지소산능력도 더블 I형 감쇠장치를 보강한 실험체가 비보강 실험체에 비해 약 3.5배의 향상된 결과를 나타내었다. 이러한 에너지소산능력의 증진은 내력과 변형 능력의 증진에 따른 결과라고 사료된다.

Study on midtower longitudinal stiffness of three-tower four-span suspension bridges with steel truss girders

  • Cheng, Jin;Xu, Hang;Xu, Mingsai
    • Structural Engineering and Mechanics
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    • 제73권6호
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    • pp.641-649
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    • 2020
  • The determination of midtower longitudinal stiffness has become an essential component in the preliminary design of multi-tower suspension bridges. For a specific multi-tower suspension bridge, the midtower longitudinal stiffness must be controlled within a certain range to meet the requirements of sliding resistance coefficient and deflection-to-span ratio. This study presents a numerical method to divide different types of midtower and determine rational range of longitudinal stiffness for rigid midtower. In this method, influence curves of midtower longitudinal stiffness on sliding resistance coefficient and maximum vertical deflection-to-span ratio are first obtained from the finite element analysis. Then, different types of midtower are divided based on the regression analysis of influence curves. Finally, rational range for longitudinal stiffness of rigid midtower is derived. The Oujiang River North Estuary Bridge which is a three-tower four-span suspension bridge with two main spans of 800m under construction in China is selected as the subject of this study. This will be the first three-tower four-span suspension bridge with steel truss girders and concrete midtower in the world. The proposed method provides an effective and feasible tool for engineers to design midtower of multi-tower suspension bridges.

보재의 손상에 따른 비계용 작업발판의 강성 변화에 대한 실험적 연구 (An Experimental Study on the Stiffness Change of Scaffold Working Plate caused by Damage of Cross-beam)

  • 성용원;강민국;원정훈
    • 한국안전학회지
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    • 제36권5호
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    • pp.27-35
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    • 2021
  • This study investigated the change in stiffness and deflection of a scaffold working plate caused by damage to a cross-beam in the plate. Experiments were conducted considering various load and damage conditions of cross-beams. A cross-beam falling off from the working plate was considered damaged. The load-displacement curves of specimens at the center of the uniform load showed that the working plate stiffness decreased by 14.66%-1.89%, depending on the load interval due to the damage of one cross-beam. A reduction in the stiffness of 33.94%-40.76% resulted from the damage of two cross-beams. Moreover, the displacement increased by an average of 25% when one cross-beam was damaged and an average of 65% when two cross-beams were damaged. Therefore, damage to the cross-beam in the working plate can potentially cause accidents and harm workers. As the load increases, the risk of an accident due to the aforementioned damage also increases because the stiffness remarkably decreases with the load increase. Further, the damage to the cross-beam mainly reduces the stiffness but increases the displacement rather than the strength of the working scaffold plate.

수명과 강성을 고려한 자동차용 휠 베어링의 설계 최적화 (Design Optimization for Automotive Wheel Bearings Considering Life and Stiffness)

  • 이승표
    • Tribology and Lubricants
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    • 제39권3호
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    • pp.94-101
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    • 2023
  • Automotive wheel bearings are a critical component of vehicles that support their weight and facilitate rotation. Life and stiffness are significant performance characteristics of wheel bearings. Designing wheel bearings involves finding optimal design variables that satisfy both performances. CO2 emission reduction and fuel efficiency regulations attribute to the recent increase in design requirements for lightweight and compact automotive parts while maintaining performance. However, achieving a design that maintains performance while reducing weight poses challenges, as performance and weight are generally inversely proportional. In this study, we perform design optimization of automotive wheel bearings considering life and stiffness. We develop a program that calculates the basic rated life and modified rated life based on international standards for evaluating the life of wheel bearings. We develop a regression equation using regression analysis to address the time-consuming stiffness analysis during repetitive analysis. We perform ANOVA and main effect analyses to understand the statistical characteristics of the developed regression equation. Furthermore, we verify its reliability by comparing the predicted and test results. We perform design optimization using the developed life prediction program, stiffness regression equation and weight regression equation. We select bearing specifications and geometry as design variables, weight as the cost function, and life and stiffness as constraints. Through design optimization, we investigate the influence of design variables on the cost function and constraints by comparing the initial and optimal design values.