• 제목/요약/키워드: Equal Reduction

검색결과 300건 처리시간 0.026초

법정근로시간 단축의 거시경제 효과 분석 (An Empirical Analysis on Macro-economic Effects of the Proposed Reduction of Legal Working Hours in Korea)

  • 남성일
    • 노동경제논집
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    • 제25권2호
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    • pp.33-78
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    • 2002
  • 본 논문은 법정근로시간 단축에 대한 이론적 및 실증적 효과를 분석한다. 법정근로시간 단축은 이론적으로 임금소득을 상승시키며 소비를 촉진하는 효과가 있는 반면 실근로시간은 약간 줄어들거나 정체하며 비용 상승이 클 경우 고용이 감소하는 효과를 일으킨다. 거시모형을 통한 실증분석은 법정근로시간 단축으로 실질임금이 상승하고 소비가 증대하는 반면 실근로시간의 단축은 법정근로시간 단축 크기의 절반 정도에 그치고 비용 인상 인플레이션이 일어나 GDP와 투자가 감소하는 결과를 낳는 것으로 나타났다. 그리고 법정근로시간 단축이 단계적으로 시행될수록, 그리고 월차휴가, 생리휴가 폐지와 같은 보완장치가 더불어 시행될수록 이 같은 부정적인 효과는 줄어드는 것으로 나타났다.

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Optimization and application of multiple tuned mass dampers in the vibration control of pedestrian bridges

  • Lu, Zheng;Chen, Xiaoyi;Li, Xiaowei;Li, Peizhen
    • Structural Engineering and Mechanics
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    • 제62권1호
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    • pp.55-64
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    • 2017
  • An effective design approach for Multiple Tuned Mass Dampers (MTMDs) in pedestrian bridges was proposed by utilizing the transfer function to obtain each TMD's optimum stiffness and damping. A systematic simulation of pedestrian excitations was described. The motion equation of a typical MTMD system attached to a Multi-degree-of-freedom (MDOF) system was presented, and the transfer function from the input pedestrian excitations to the output acceleration responses was defined. By solving the minimum norm of the transfer function, the parameters of the MTMD which resulted in the minimum overall responses can be obtained. Two applications of lightly damped pedestrian bridges attached with MTMD showed that MTMDs designed through this method can significantly reduce the structural responses when subjected to pedestrian excitations, and the vibration control effects were better than the MTMD when it was considered as being composed of equal number and mass ratios of TMDs designed by classical Den Hartog method.

공동주택단지 내 인공지반 녹지조성 형태에 따른 우수유출 저감효과 (A Study on Runoff Water Reduction Effects According to Shapes of Formation of Artificial Soil Green Area in Multi-Housing Complex)

  • 남미아;장대희;김현수
    • KIEAE Journal
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    • 제13권1호
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    • pp.9-15
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    • 2013
  • This study aims to analyze, by forming an experimental area of artificial soil green area that is of equal scale and analyzing the characteristics of runoff water in accordance with the cross-section configuration, applied the benefits in an actual multi-housing case study complex. In examining the measurement test results of the runoff water infiltration amount and surface runoff amount of a low-profile type green area(Dish type) and a general type green area(Mound type), Dish type was seen to have 1.5-times higher runoff water infiltration amount than Mound type during heavy rainfalls and showed about a 50% reduction with respect to the surface runoff amount. In other words, artificial soil green area offers the benefit of reduction of surface runoff amount and suggests, in actuality even with a change to the cross-sectional configuration of artificial soil green area alone at the time of construction of multi-housings, the possibility of benefits and reduction of costs spent on existing rainwater management facilities.

조립식 물량저감 중공 철근콘크리트 교각의 성능평가 (Performance Assessment of Hollow Precast Segmental Bridge Columns with Reinforcement Details for Material Quantity Reduction)

  • 김태훈;박동규;이재훈;신현목
    • 한국지진공학회논문집
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    • 제20권1호
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    • pp.33-43
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    • 2016
  • This study investigates the performance of hollow precast segmental bridge columns with reinforcement details for material quantity reduction. The proposed triangular reinforcement details are economically feasible and rational, and facilitate shorter construction periods. The precast segmental bridge columns provides an alternative to current cast-in-place systems. We tested a model of hollow precast segmental bridge columns under a constant axial load and a quasi-static, cyclically reversed horizontal load. We used a computer program, Reinforced Concrete Analysis in Higher Evaluation System Technology (RCAHEST), for analysis of reinforced concrete structures. The used numerical method gives a realistic prediction of performance throughout the loading cycles for hollow precast segmental bridge column specimens investigated. As a result, proposed reinforcement details for material quantity reduction was equal to existing reinforcement details in terms of required performance.

강널말뚝의 횡방향 진동모델에 대한 매개변수 연구 (Parametric Study on Lateral Vibration Model of Steel Sheet Pile)

  • 이승현;김병일;김주철;김정환
    • 한국산학기술학회논문지
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    • 제11권3호
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    • pp.1047-1052
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    • 2010
  • 이 연구에서는 진동타입기에 의해 시공되는 강널말뚝의 횡방향진동모델에 대해 횡방향스프링상수를 달리하여 횡방향진동에 따른 에너지손실 및 하중감소계수에 미치는 영향을 살펴보았다. 강널말뚝의 자유길이에 따른 에너지손실과 하중감소계수는 계산에서 고려한 횡방향스프링상수의 크기에 관계없이 강널말뚝의 휨강성보다는 편심거리의 크기에 영향을 크게 받는 것으로 나타났다. 그리고 계산에서 고려한 횡방향 스프링상수값, 10000N/m 이상일 경우 말뚝의 자유길이에 따른 하중감소계수가 수렴함을 알 수 있었다.

풍하중에 대한 구조진동의 예측제어 (Predictive Control of Structural Vibration Subject to Wind Loads)

  • 최창근;권대건;이은진
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1996년도 가을 학술발표회 논문집
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    • pp.29-36
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    • 1996
  • A procedure for the predictive control for structural vibration control in building subject to wind loads is presented. The building motions are modeled by the first mode of the response. Wind velocities are generated by the simulation using power spectral density function. Predictive control algorithm is the discrete-time formulation and that is developed as a control strategy that computes the control signal which makes the predicted process output equal to a desired process output. Results on the reduction of the dynamic response and control effectiveness of the algorithm are presented and discussed.

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A NEW ATTACK ON THE KMOV CRYPTOSYSTEM

  • Nitaj, Abderrahmane
    • 대한수학회보
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    • 제51권5호
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    • pp.1347-1356
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    • 2014
  • In this paper, we analyze the security of the KMOV public key cryptosystem. KMOV is based on elliptic curves over the ring $\mathbb{Z}_n$ where n = pq is the product of two large unknown primes of equal bit-size. We consider KMOV with a public key (n, e) where the exponent e satisfies an equation ex-(p+1)(q+1)y = z, with unknown parameters x, y, z. Using Diophantine approximations and lattice reduction techniques, we show that KMOV is insecure when x, y, z are suitably small.

CONSTRAINED JACOBI POLYNOMIAL AND CONSTRAINED CHEBYSHEV POLYNOMIAL

  • Ahn, Young-Joon
    • 대한수학회논문집
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    • 제23권2호
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    • pp.279-284
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    • 2008
  • In this paper, we present the constrained Jacobi polynomial which is equal to the constrained Chebyshev polynomial up to constant multiplication. For degree n=4, 5, we find the constrained Jacobi polynomial, and for $n{\geq}6$, we present the normalized constrained Jacobi polynomial which is similar to the constrained Chebyshev polynomial.

건축음향을 위한 MLS 측정방법 (MLS for Building Acoustics Measurement)

  • Borjabad, Roberto
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 1996년도 추계학술대회논문집; 한국과학기술회관, 8 Nov. 1996
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    • pp.386-393
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    • 1996
  • The paper describes how a Maximum Length Sequence(MLS) and correlation technique in the form of Hadamard transformation may be applied for the measurement of airborne sound reduction. It is shown that in most cases, the values obtained by the MLS technique will be equal to the expected values obtained by the classical method. However, due to the correlation process involved, the MLS method will be much less sensitive to disturbances from extraneous noise. The described method has been implemented in an RTA acoustic analyser.

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비드를 이용한 평판의 구조소음 저감 (Structure-borne Noise Reduction of Plate using bead)

  • 김호산;심현진;강귀현;정동현;오재응
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2007년도 춘계학술대회논문집
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    • pp.269-274
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    • 2007
  • With the importance of comfortable environment, research about noise reduction of construction is consisting much. If construction receives the input force, noise will be generated thereby. We must predict vibration and noise characteristic to reduce structured borne noise, and construction which become a basis of such research is plate. In order to predict the radiating noise from the vibrating surface. It is required to know the velocity distribution of vibration surface exactly. It is good to use bead for reducing vibration and noise of plate. In this study, we have analyzed structure-borne noise of plate with bead and compare with plate that there is no bead about equal exciting force.

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