• 제목/요약/키워드: Yield curve

검색결과 422건 처리시간 0.111초

Studies on the Fruiting Phase of Rape Under the Different Cultural Conditions

  • Kae, B.M.
    • 한국작물학회지
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    • 제12권
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    • pp.77-87
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    • 1972
  • The fruiting phase of rape under transplanting and direct-sowing conditions has been studied at Mokpo during the 2 years period from 1970 to 1971. Two varieties, Yudal and Miyuki were used in this study. The planting space and sowing time were also incorporated into this study. The results could be summarized as follows: 1. The plant tape of rape was nearly umbrella-shaped of all, but has changed to the laid elliptical-shaped, broadly ovate and spindle-shaped under different varieties and cultural conditions in the plant diagram(Fig. 2). 2. The length of the primary branches for each nodes had a tendency to the symmetric apical curve with the apex at the upper 10-12th node in the transplanting. but to the upper bias apical curve with the apex at the upper 5-7th node in the dense-sowing(Fig.3). 3. The ear of main stem was longer, more pods, heavier 1, 000 grains and more grain yield than ear of primary branches of all, Especially, as for that, the rate of yield constitution per plant in the direct-sowing was higher than in the transplanting(Fig. 4, 5, 6, 7, 8, 9). 4. The ear-length of the primary branches for each nodes had a tendency to the relatively slowly apical curve with the apex at the upper 3-4th node in the transplanting, but to the lower bias apical curve with the apex at the upper 2nd node in the dense-sowing. Especially, the possibility of growth at the lower ears was few in the early variety (Fig. 4). 5. The number of pod per ear on the primary branches for each nodes had a .tendency to the curve of ear-length with the apex at the upper 5-8thnode in the transplanting and at the upper 4-5th node in the dense-sowing (Fig. 5). Accordingly, a high positive correlation was found between the ear-length and number of pod per ear (Table 2) 6. In the transplanting, the high rate of effective ear was from the upper nods to the 12th node, but below the 16-17th nodes was ineffective. However, in the early dense-sowing the high rate of effective was to the 7th node. but below the 10th nodes was. ineffective. Especially, in the early variety has difficult to secure of poi-numbers for ineffective of the lower nodes(Fig. 6.). 7. The density of pod setting of the ear of main stem was the longest of all ears, and the lower nods were, the shorter it became. That had a tendency to the evidently apical growth. However. in the early variety, it was lengthened according to growth of ear-length(Fig.7). 8. The pod-length of the medium nodes was longer than the upper and lower, and the possitive correlation between pod-length and number of grain per poi was very high(Table 2.). 9. In the grain yield per node of primary branches, the most yielding node of transplanting was the upper 9th node, of dense-sowing 4-5th node(Fig 8.), and the possitive correlation between grain yield per node and ear-length or number of pod per ear was very high(Table 2). 10. The grain yield of ear of main stem was higher than that of primary branches in the percentage of dependence for grain yield per plant. The limint node of 50% of dependence to cumulative grain yield per plant was the upper 7-8th node in tranplanting, in the early dense-sowing 4-5th node, and in tke late dense-sowing-3th node(Fig. 9). 11. In the weight of 1, 000 grains the lower nodes were, the lighter it becames in dense-sowing. Therefore, this was also lighter than in the transplanting to the (Fig. 10.). 12. The oil content of grain at the medium nodes was low in the early variety, but at the ear of main stem and upper 1st node it was extremely high(Fig. 11.).

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MILK YIELD AND ITS REPEATABILITY IN JAPANESE BLACK COWS

  • Shimada, K.;Izaike, Y.;Suzuki, O.;Oishi, T.;Kosugiyama, M.
    • Asian-Australasian Journal of Animal Sciences
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    • 제1권1호
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    • pp.47-53
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    • 1988
  • Daily milk yield estimates were obtained on 74 lactations of 35 Japanese Black cows on weeks 1 to 9, 11, 13, 17, 21 and 26 postpartum using the weigh-suckle-weigh method. The data obtained were analyzed by least-squares procedures according to the models including the following effects; dam, lactation number, season of calving, week of experiment and partial regressions on the lactation number. The overall mean and standard error for daily milk yield was $4.55{\pm}0.04\;kg$. The milk yield declined essentially linearly throughout the experimental period. The main effects of lactation number, season of calving and week of experiment were highly significant. Differences in daily milk yield among cows were significant, and the repeatability was estimated as $0.60{\pm}0.06$. The overall means(kg) and repeat-abilities of cumulative milk yield for 1, 4, 9, 13, 17, 21 and 26 weeks postpartum were 41, 0.08; 166, 0.40; 361, 0.61; 503, 0.66; 632, 0.67; 749, 0.65 and 884, 0.58; respectively. The means of calf weight at birth and 26 weeks weight for different lactations ranged from 25.5 to 33.6 kg and 145.6 to 185.4 kg, respectively. Calf daily gains between experiment weeks were low in earlier stages of lactation.

Mechanics model of novel compound metal damper based on Bi-objective shape optimization

  • He, Haoxiang;Ding, Jiawei;Huang, Lei
    • Earthquakes and Structures
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    • 제23권4호
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    • pp.363-371
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    • 2022
  • Traditional metal dampers have disadvantages such as a higher yield point and inadequate adjustability. The experimental results show that the low yield point steel has superior energy dissipation hysteretic capacity and can be applied to seismic structures. To overcome these deficiencies, a novel compound metal damper comprising both low yield point steel plates and common steel plates is presented. The optimization objectives, including "maximum rigidity" and "full stress state", are proposed to obtain the optimal edge shape of a compound metal damper. The numerical results show that the optimized composite metal damper has the advantages such as full hysteresis curve, uniform stress distribution, more sufficient energy consumption, and it can adjust the yield strength of the damper according to the engineering requirements. In view of the mechanical characteristics of the compound metal damper, the equivalent model of eccentric cross bracing is established, and the approximate analytical solution of the yield strength and the yield displacement is proposed. A nonlinear simulation analysis is carried out for the overall aseismic capacity of three-layer-frame structures with a compound metal damper. It is verified that a compound metal damper has better energy dissipation capacity and superior seismic performance, especially for a damper with double-objective optimized shape.

Electrorheology and universal yield stress function of semiconducting polymer suspensions

  • Choi, Hyoung-J.;Cho, Min-S.;Kim, Ji-W.
    • Korea-Australia Rheology Journal
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    • 제13권4호
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    • pp.197-203
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    • 2001
  • We reported on the eletrorheological (ER) properties of several semiconducting polymers including poly (p-phenylene) (PPP), poly (acene quinone) radicals (PAQRs), microencapsulated polyaniline (MPANI) and polyaniline (PANI) those we synthesized. The yield stress dependence on electric field strength for the ER fluids using these semiconducting polymers was mainly examined. The yield stress, which is an important design parameter for ER fluids, was observed to satisfy a universal scaling function, allowing that yield stress data for all the ER fluids examined in this study collapse onto a single curve for a broad range of electric field strengths. The proposed scaling function incorporates both the polarization and conductivity models.

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Yield line mechanism analysis of cold-formed channel sections with edge stiffeners under bending

  • Maduliat, S.;Bambach, M.R.;Zhao, X.L.
    • Structural Engineering and Mechanics
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    • 제42권6호
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    • pp.883-897
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    • 2012
  • Cold-formed channel sections are used in a variety of applications in which they are required to absorb deformation energy. This paper investigates the collapse behaviour and energy absorption capability of cold-formed steel channels with flange edge stiffeners under large deformation major-axis bending. The Yield Line Mechanism technique is applied using the energy method, and based upon measured spatial plastic collapse mechanisms from experiments. Analytical solutions for the collapse curve and in-plane rotation capacity are developed, and used to model the large deformation behaviour and energy absorption. The analytical results are shown to compare well with experimental values. Due to the complexities of the yield line model of the collapse mechanism, a simplified procedure to calculate the energy absorbed by channel sections under large bending deformation is developed and also shown to compare well with the experiments.

자산시장을 통한 한국경제와 미국경제의 동조화 분석 (An Analysis on the Coupling of Korea's Economy and U.S. Economy through the Asset Market)

  • 김종선
    • 국제지역연구
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    • 제15권3호
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    • pp.393-405
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    • 2011
  • 미국의 장단기 국채 수익률 스프레드와 한국 거래소시장의 종합주가지수 변화를 통해 한국경제와 미국경제에 동조화가 존재하는지, 또 동조화가 존재한다면 어느 정도의 시차로 동조화가 진행되고 있는지, 그리고 미국의 금융위기로 동조화의 내용에 사실상 어떤 변화가 발생했는지를 분석하였다. 본 연구는 먼저 한국의 대표적 자산시장인 거래소시장이 미국의 장단기 국채금리 스프레드와 동조화를 보이고 있는 사실을 발견하였다. 또 동조화의 방향도 미국 국채의 장단기 금리차가 벌어지면, 즉 세계경제의 견인차 역할을 하고 있는 미국경제의 전망이 밝아지는 경우 자산시장에서 안전자산보다는 위험자산을 선호하는 분위기가 조성되어 국제적으로 자금이 고수익을 기대할 수 있는 한국과 같은 신흥시장으로 흘러들어오면서 신흥시장의 주가를 끌어올리게 될 것이라는 일반적인 예상과 일치하였다. 본 연구에서는 또 다양한 시차를 대상으로 하여 동조화가 극대화되는 시점을 조사했는데 양국 시장의 동조화가 불과 1주일 만에 극대화되는 사실도 발견하였다. 또 가변수를 이용하여 미국에서 시작된 금융위기가 동조화에 어떤 변화를 주었는지에 대한 분석에서는 금융위기 후 동조화의 강도가 현저하게 낮아진 사실도 발견하였다.

항타 및 매입말뚝의 하중-침하량 곡선의 분석 (Analysis of Load-Settlement Curves in Driven and Embedded Piles)

  • 천병식;조천환
    • 한국지반공학회지:지반
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    • 제13권6호
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    • pp.61-70
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    • 1997
  • 매입말뚝공법으로 시공된 말뚝의 거동은 항타말뚝의 그것과는 다르고 또한 여기서 얻어지는 하중-침하량 곡선의 특성도 다름에도 불구하고 이에 대한 기본적인 고찰없이 항타공법에서 적용해 왔던 허용하중 결정방법을 그대로 매입말뚝공법에도 준용하고 있다. 국내의 관련기준에 의하면 허용지지력을 결정하는 방법들이 기준마다 서로 다르고 또한 적용 안전율도 차이가 있어 서로 상충되는 면이 있다. 본 논문에서는 106개 말뚝의 정재하시험을 통해 얻어진 하중-침하량 곡선을 분석하고 이들 결과를 공법별로 비교하였다. 분석결과 일정한 곡선을 기준하여 제시된 각종의 수학적 기법들은 허용지지력을 결정하기 위한 적절한 방법이 아님을 알 수 있었다. 또한 분석결과를 바탕으로 적절한 허용하중 판정방법 및 적용안전율을 제안하였다.

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IMPLICITIZATION OF RATIONAL CURVES AND POLYNOMIAL SURFACES

  • Yu, Jian-Ping;Sun, Yong-Li
    • 대한수학회보
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    • 제44권1호
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    • pp.13-29
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    • 2007
  • In this paper, we first present a method for finding the implicit equation of the curve given by rational parametric equations. The method is based on the computation of $Gr\"{o}bner$ bases. Then, another method for implicitization of curve and surface is given. In the case of rational curves, the method proceeds via giving the implicit polynomial f with indeterminate coefficients, substituting the rational expressions for the given curve and surface into the implicit polynomial to yield a rational expression $\frac{g}{h}$ in the parameters. Equating coefficients of g in terms of parameters to 0 to get a system of linear equations in the indeterminate coefficients of polynomial f, and finally solving the linear system, we get all the coefficients of f, and thus we obtain the corresponding implicit equation. In the case of polynomial surfaces, we can similarly as in the case of rational curves obtain its implicit equation. This method is based on characteristic set theory. Some examples will show that our methods are efficient.

패킷 네트워크에서 지연과 버퍼 크기 한계를 추출할 수 있는 분석 도구 (An Analysis Tool for Deriving Bounds on Delay and Buffer Size in Packet Networks)

  • 편기현;송준화;이흥규
    • 한국정보과학회논문지:정보통신
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    • 제30권5호
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    • pp.641-648
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    • 2003
  • 본 논문은 가변 패킷을 사용하는 일반적인 망에서 실시간 세션이 이종의 여러 스케줄러들을 통과할 때 네트워크가 보장하는 지연의 한계를 추출하는 범용 도구를 제안한다. 이 도구는 이질적인 각 스케줄러를 동질적인 서비스 곡선 서버로 특성화한다. 우리는 서비스 곡선 서버가 LR 서버보다 엄격히 큰 범주의 스케줄러들을 특성화할 수 있음을 보인다 즉, 모든 LR 서버는 서비스 곡선 서버로 특성화할 수 있고, 또한 RC-EDF와 SC 알고리즘조차도 서비스 곡선 서버로 정확히 특성화할 수 있음을 보인다. 이와 같이 서비스 곡선 서버는 LR 서버에 비해서 범용성 관점에서 큰 장점이 있으면서도 분석 결과가 정확하다. 우리는 LR 서버들로 분석할 수 있는 네트워크의 경우도 서비스 곡선 서버로 분석했을 때, 두 경우 모두 동일한 지연의 한계를 추출함을 수학적으로 증명한다.

Seismic structural demands and inelastic deformation ratios: Sensitivity analysis and simplified models

  • Chikh, Benazouz;Laouami, Nacer;Mebarki, Ahmed;Leblouba, Moussa;Mehani, Youcef;Kibboua, Abderrahmane;Hadid, Mohamed;Benouar, Djillali
    • Earthquakes and Structures
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    • 제13권1호
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    • pp.59-66
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    • 2017
  • Modern seismic codes rely on performance-based seismic design methodology which requires that the structures withstand inelastic deformation. Many studies have focused on the inelastic deformation ratio evaluation (ratio between the inelastic and elastic maximum lateral displacement demands) for various inelastic spectra. This paper investigates the inelastic response spectra through the ductility demand ${\mu}$, the yield strength reduction factor $R_y$, and the inelastic deformation ratio. They depend on the vibration period T, the post-to-preyield stiffness ratio ${\alpha}$, the peak ground acceleration (PGA), and the normalized yield strength coefficient ${\eta}$ (ratio of yield strength coefficient divided by the PGA). A new inelastic deformation ratio $C_{\eta}$ is defined; it is related to the capacity curve (pushover curve) through the coefficient (${\eta}$) and the ratio (${\alpha}$) that are used as control parameters. A set of 140 real ground motions is selected. The structures are bilinear inelastic single degree of freedom systems (SDOF). The sensitivity of the resulting inelastic deformation ratio mean values is discussed for different levels of normalized yield strength coefficient. The influence of vibration period T, post-to-preyield stiffness ratio ${\alpha}$, normalized yield strength coefficient ${\eta}$, earthquake magnitude, ruptures distance (i.e., to fault rupture) and site conditions is also investigated. A regression analysis leads to simplified expressions of this inelastic deformation ratio. These simplified equations estimate the inelastic deformation ratio for structures, which is a key parameter for design or evaluation. The results show that, for a given level of normalized yield strength coefficient, these inelastic displacement ratios become non sensitive to none of the rupture distance, the earthquake magnitude or the site class. Furthermore, they show that the post-to-preyield stiffness has a negligible effect on the inelastic deformation ratio if the normalized yield strength coefficient is greater than unity.