• 제목/요약/키워드: Structural simplicity

검색결과 210건 처리시간 0.03초

아웃케이블 공법을 적용한 프리스트레스 철근콘크리트 보의 휨보강 성능 (Flexural Strengthening Capacities in Prestressed concrete Beams Applied to Outcable technique)

  • 박완신;윤현도;한병찬;황선경;임재형;문정호
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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    • pp.268-271
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    • 2004
  • A strengthening technique for reinforced concrete beams using external unhanded reinforcement offers advantages in speed and simplicity of installation over other, established, strengthening techniques. The purpose of this paper is to investigate the capabilities of a new retrofitting technique, namely external prestressing out cable, for flexural strengthening of beams. The paper provides a general description of structural behavior of beams strengthened using the technique. Results of four physical tests on strengthened reinforced concrete beams are reported and compared. It is shown that the technique can provide greater strength enhancement to lightly reinforced sections and that provision of deflectors enhances efficiency.

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전압, 전류 및 부하 불평형율에 대한 비교 연구 (The Comparison Study for Voltage, Current and Load Unbalance Factor)

  • 김종겸;박영진;정종호;이은웅
    • 한국조명전기설비학회:학술대회논문집
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    • 한국조명전기설비학회 2004년도 학술대회 논문집
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    • pp.115-120
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    • 2004
  • Most of the LV customer have been applied the distribution system of 3-phase four wire system because of its advantage of supplying both of 1-phase & 3-phase loads simultaneously. Due to its structural simplicity, it is more convenient for use rather than the conventional separated scheme. But uneven load distribution or unclean voltage quality has occurred various problems such as do-rating, losses increase and vibration, etc. In this paper, voltage, current and power waveform in the actual fields have measured and analyzed in relation with internationally allowable voltage unbalance limits and compared the current unbalance factor with the load unbalance factor.

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Torsion Beam Axle 현가장치 설계전용 프로그램 개발을 위한 연구 (Study on Development of a Design Program for Torsion Beam Axle Suspension)

  • 이치범;현상혁;유홍희
    • 한국자동차공학회논문집
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    • 제11권3호
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    • pp.198-203
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    • 2003
  • Due to the low production cost and space availability which are originated from the structural simplicity of the torsion beam axle suspension, the suspension has been frequently used for sedan and SUV style vehicles. The design procedure of the suspension, however, requires significant amount of time which prohibits more efficient design of the suspension. In this study, an integrated procedure and constituting modules are explained and the performance of the corresponding program is exhibited. The integrated procedure enables one to save the design time and cost significantly.

전원측 전류불평형 감소를 위한 변압기 Y-Tz 결선방식 적용에 관한 연구 (A Study on Application for Y-Tz Transformer Winding Method to Decrease the Current Unbalance on the Source Side)

  • 이정은;송영주;최홍규;김태훈;김인태
    • 전기학회논문지
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    • 제63권9호
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    • pp.1206-1211
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    • 2014
  • Most LV customers have been applying three-phase four-wire electric distribution system which supplies 1-phase and 3-phase load concurrently. Due to its structural simplicity, This system is easy to run. But it can also cause many problems from the unbalance, such as reduced output, increased loss etc. Also the unbalance in the load side causes the unbalance in the source side; it may lower the stability of the whole power system. In this paper, we propose the Y-Tz transformer winding method to reduce the current unbalance in the source side. Efficiency of this method was proven through the simulation and verification experiment.

An efficient four node degenerated shell element based on the assumed covariant strain

  • Choi, Chang-Koon;Paik, Jong-Gyun
    • Structural Engineering and Mechanics
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    • 제2권1호
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    • pp.17-34
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    • 1994
  • This paper proposes a new four node degenerated shell element. In the formulation of the new element, the assumed covariant shear strains are used to avoid the shear locking problem, and the assumed covariant membrane strains are applied to alleviate the membrane locking problem and also to improve the membrane bending performance. The assumed covariant strains are obtained from the covariant strain field defined with respect to the element natural coordinate system. This formulation enables us to obtain a shell element, which does not produce spurious singular modes, avoids locking phenomena, and excels in calculation efficiency. Several examples in this paper indicate that, despite its simplicity, the achieved accuracy and convergence are satisfactory.

Nonlinear dynamic analysis by Dynamic Relaxation method

  • Rezaiee-Pajand, M.;Alamatian, J.
    • Structural Engineering and Mechanics
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    • 제28권5호
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    • pp.549-570
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    • 2008
  • Numerical integration is an efficient approach for nonlinear dynamic analysis. In this paper, general category of the implicit integration errors will be discussed. In order to decrease the errors, Dynamic Relaxation method with modified time step (MFT) will be used. This procedure leads to an alternative algorithm which is very general and can be utilized with any implicit integration scheme. For numerical verification of the proposed technique, some single and multi degrees of freedom nonlinear dynamic systems will be analyzed. Moreover, results are compared with both exact and other available solutions. Suitable accuracy, high efficiency, simplicity, vector operations and automatic procedures are the main merits of the new algorithm in solving nonlinear dynamic problems.

행렬해법에 의한 골조구조해석의 전산화 (Computerization of Matrix Analysis of Skeletal Structures)

  • 이재영
    • 한국농공학회지
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    • 제22권1호
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    • pp.87-95
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    • 1980
  • General purpose programs are essential elements for the computerization of structural analysis. This paper is associated with actual formulation of such programs by matrix analysis. The basic theory of matrix analysis for skeletal structures, its implementation and techniques for developing efficient programs are discussed in this paper. Any shape of skeletal structure can be included in a single program for space frames. But in order to economize computing time and computer memory space, it is desirable to develop and operate seperate programs specialized into four categories; truss, planar frame, grid and space frame. As for general purpose programs, simplicity of input format and flexibility of output format should be duly considered. Compaction and solution of system equations are the most important aspects in computer programming of matrix analysis, and worth further study for more efficient computerization.

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전압불평형율의 현장측정 및 분석 (Field Measurement and Analysis of Voltage Unbalance Factor)

  • 정종호;박영진;이은웅;김종겸
    • 전기학회논문지P
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    • 제54권1호
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    • pp.41-46
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    • 2005
  • Most of LV customer have applied the 3-phase four wire system distribution system because it has advantage of supplying both of 1-phase & 3-phase loads simultaneously. Due to its structural simplicity, it is more convenient for use rather than the conventional separated scheme. But voltage unbalance more commonly emerges in individual customer loads due to phase load unbalance, especially where, single-phase power loads are used. Voltage unbalance factor(VUF) represents the loss of symmetry in the supply(magnitude and angle). It leads some problems such as de-rating or power losses. In this paper, voltage and current waveform in the actual fields have been measured and analyzed in relation with internationally allowable voltage unbalance limits.

라운드 리클라이너 개발을 위한 정적 강도 해석 및 안전성 평가 (Static Strength Analysis and Safety Evaluation for Developing a Round Recliner)

  • 정윤구;임재규;김형종
    • 산업기술연구
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    • 제24권A호
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    • pp.23-28
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    • 2004
  • Seat is one of the most important part of an automobile for passenger's safety especially when an accident happens. A recliner is a part of the seat assembly, having the function of adjusting the back-plate angle of a seat. Recently, many kinds of vehicles have adopted the round recliner module rather than the conventional types of recliners because of its broad compatibility and structural simplicity. In this study a two-dimensional finite element strength analysis has been performed using a commercial code ABAQUS/Standard for the purpose of developing a new round recliner model. The loading condition for the analysis is the same as the FMVSS 301 regulation. The finite element result for the round recliner has been compared with that for the conventional type.

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전단벽식 고층건물의 내진해석에 관한 연구 (A Study on the Improved Seismic Analysis of Multistory Shear Wall Buildings)

  • 이준교;이근홍;이수곤
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1993년도 가을 학술발표회 논문집
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    • pp.267-272
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    • 1993
  • Currently about 60 contries in the world require earthquake resistant structural design in case of multistory building constructions. In these cases the equivalent lateral force procedure is commonly adopted because of its simplicity and convenience. This procedure, however, is developed based mainly on the first vibration mode response of building structure. The dynamic analysis of tall building shows that the effect of higher modes of vibration on the response of the building can not be neglected. In this paper, the effect of higher modes of vibration on seismic response is evaluated through modal analysis of tall building structures. On the basis of evaluation results, an improved procedure is to be proposed for the extended application of the equivalent lateral force procedure.

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