• 제목/요약/키워드: post-2015

검색결과 1,313건 처리시간 0.029초

신기후체제 설계의 특징과 신기후체제에서 차별화 적용 방안 (Characteristics of Post 2020 Architect and Application of Differentiation in the Post 2020 Regime)

  • 이상윤;최도현
    • 환경정책연구
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    • 제14권3호
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    • pp.95-118
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    • 2015
  • 2015년 프랑스 파리에서 열릴 UNFCCC 제21차 당사국총회에서는 신기후체제를 위한 합의문인 2015 합의 채택을 목표로 하고 있다. 이러한 상황에서 신기후체제의 설계 특징을 살펴보고 신기후체제 협상에서 가장 중요한 쟁점사항 중 하나인 차별화의 기술적인 적용방법에 대해 논의하였다. 연구 결과 자국이 스스로 정하는 기여(INDC)의 순환적 구조와 감축기여진전 규정을 통해 당사국 스스로 감축상향을 자동적으로 이룰 수 있는 구조로 신기후체제가 설계되어 있는 것이 특징이다. 또한, 이원화된 차별화 적용 방안은 신기후체제에서는 우리나라가 감축과 이행수단 지원 의무국으로 편입될 가능성이 높기 때문에 지양하는 것이 바람직하며 새로운 차별화 적용 방안을 지지하는 것이 필요하다고 판단된다. 차별화의 적용은 INDC와 기본개념을 같이 하는 자체적 차별화가 우리나라의 국익에 부합하며 자체적 차별화를 추진하기 위해서는 이와 관련된 기본 규칙 마련이 필요하고, 기본 규칙은 감축상향을 유도할 수 있도록 설계되어야 한다.

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포스트텐션 콘크리트 보에서 비부착 외부강봉의 응력 (Stress of External Steel Rod in Post-Tensioned Concrete Beam)

  • 이수헌;강현구;신경재
    • 한국공간구조학회논문집
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    • 제15권1호
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    • pp.47-55
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    • 2015
  • This paper shows the simplified equation to predict the ultimate moment capacity and corresponding rod stress in reinforced concrete beam with external post-tensioning rods. Because the stress of external post-tensioning rod depends on the beam deflection, the previous analytical model for post-tensioned beams requires a tedious iteration process. Also, the stress equations in ACI code or other researchers' models are suitable only for internal tendons in concrete beams. In this study, given the lack of analytical approaches to predict the nominal stress of the external unbonded rod, a simple and robust equation has been proposed for externally post-tensioned concrete beams. It is concluded that the proposed equation predicted the stress of external steel rods in post-tensioned concrete beams reasonably well.

AN IMPROVED HEAT TRANSFER CORRELATION FOR DEVELOPING POST-DRYOUT REGION IN VERTICAL TUBES

  • NGUYEN, NGOC HUNG;MOON, SANG-KI
    • Nuclear Engineering and Technology
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    • 제47권4호
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    • pp.407-415
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    • 2015
  • A developing post-dryout region is characterized by significant heat transfer enhancements compared with the fully developed post-dryout region. The heat transfer enhancements are mainly due to upstream disturbance and entrained droplets in the region immediately downstream of the critical heat flux location. In this paper, an improved heat transfer correlation is developed for the developing post-dryout regions in vertical tubes over a wide range of flow conditions. The correlation represents a correction factor for the fully developed film-boiling look-up table to be applied to the developing post-dryout region. The new correlation significantly improves the heat transfer prediction in the developing post-dryout regions and provides very good agreement with the experimental data.

Trends in Recent Studies on Post-Harvest Technology

  • Natsuga, Motoyasu
    • Journal of Biosystems Engineering
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    • 제40권4호
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    • pp.359-367
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    • 2015
  • Purpose: This article summarizes the trends in recent research publications in relation to post-harvest technology for drying, storage, and quality, between 2005 and 2015. Methods: As of S eptember 7, 2015, a s earch query using two keywords, drying and agriculture, on the Web of Science (Registered trademark of Thomson Reuters) resulted in 3749 articles that were published between 2005 and 2015. However, the review was restricted to research articles published in the journals Transactions of the ASABE (American Society of Agricultural and Biological Engineers) and Biosystems Engineering: Journal of European Agricultural Engineering. Results: The total number of articles in the two journals related to drying, storage, and quality was 500, 319, and 885, respectively. The number of articles related to drying, storage, and quality was 250, 177, and 250, respectively, in Transactions of the ASABE. The number of articles related to drying, storage, and quality was 250, 142, and 283, respectively, in Biosystems Engineering. Conclusions: A shift in research focus from drying and storage to quality in Transactions of the ASABE might reflect a shift toward quality-conscious consumers. It seems that ASABE members are more focused on articles related to post-harvest technologies on quality than their European counterparts. Articles were cited based on their abstract content. Readers should read the full articles for more details.

중풍 환자의 배뇨장애에 대한 가미대지황탕가감 치료 증례보고 (Case Report of Post-CVA Voiding Dysfunction Treated with Gamidaejihwang-tangaggam)

  • 홍상훈;박상은
    • 대한한의학방제학회지
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    • 제23권2호
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    • pp.261-269
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    • 2015
  • Objectives : The purpose of this case reports is to report the possibility of Post-CVA voiding dysfunction treated with Gamidaejihwang-tangaggam(加味大地黃湯加減). Methods : Three patients with Post-CVA voiding dysfunction were treated by Gamidaejihwang-tanggagam. Effect of treatment is assessed as Bladder Function Parity. Results and conclusions : Bladder function parity score improved, in three case. Additional research is needed on the effects of Gamidaejihwang-tanggagam for a Post-CVA Voiding disfunction.

What Prompted Shadow Banking in China? Wealth Management Products and Regulatory Arbitrage

  • SHAH, Syed Mehmood Raza;LI, Jianjun;FU, Qiang
    • The Journal of Asian Finance, Economics and Business
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    • 제7권12호
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    • pp.63-72
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    • 2020
  • Shadow banking in China has been growing rapidly; banks use wealth management products aggressively to evade regulatory constraints. The loan-to-deposit ratio or LDR targets both sides of the balance sheet; loans in terms of asset-side, and deposits in terms of liabilities-side; banks needed to control and maintain both sides. Regulators restricted Chinese banks to maintain a 75% limit for their loan-depositratio. Banks' needed to either lower their loans or increase the deposits; WMPs helped banks to evade this limit. Banks issue more WMPs to control and manage a 75% statutory ceiling LDR. This WMPs-LDR positive association disappeared post-2015 period. This study empirically examined how Chinese banks use WMPs issuance to avoid regulatory constraints. Quarterly panel data for 30 top Chinese banks were used by analyzing pre-2015 (during the 75% LDR limit) and post-2015 (after removal of the LDR limit). This study also performed fixed-effects model as recommended by the Hausman specification test, with feasible generalized least squares FGLS estimation technique. The results of this study show that for the pre-2015 period, Chinese banks use issuance of WMPs aggressively to manage their LDR limit; this WMPs-LDR relationship disappeared post-2015 period. Moreover, SMBs use WMPs more eagerly as compare to Big4 banks.

외부 포스트텐션 콘크리트 보의 전단강도 (Shear Strength of Externally Post-Tensioned Concrete Beams)

  • 이수헌;강현구;신경재
    • 한국공간구조학회논문집
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    • 제15권1호
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    • pp.57-64
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    • 2015
  • This paper shows the test results of continuous reinforced concrete beams with external post-tensioning rods. Six three-span beams were prepared and tested to fail. Three beams were designed to have flexure-dominating behavior and the others to have shear-critical behavior. In each group, one beam without external post-tensioning rods was designated as a control beam and two beams had the external post-tensioning rods of 18 mm or 22 mm diameter. External post-tensioning rods were installed within an interior span of 6000 mm. They show V-shaped configuration because two anchorages were located at the top of interior supports and a saddle pin at mid-span was installed at the bottom of the beam. Test results show that the load and shear capacities of strengthened beams were increased when compared with the control beam. Additionally, the measured shear strength was compared with the strength predicted by ACI 318-11 code equations. The detailed ACI 318-11 equation predicted the measured shear strength and failure location of the continuous beam reasonably well.

Influence of softening curves on the residual fracture toughness of post-fire normal-strength concrete

  • Yu, Kequan;Lu, Zhoudao
    • Computers and Concrete
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    • 제15권2호
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    • pp.199-213
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    • 2015
  • The residual fracture toughness of post-fire normal-strength concrete subjected up to $600^{\circ}C$ is considered by the wedge splitting test. The initial fracture toughness $K_I^{ini}$ and the critical fracture toughness $K_I^{un}$ could be calculated experimentally. Their difference is donated as the cohesive fracture toughness $K_I^c$ which is caused by the distribution of cohesive stress on the fracture process zone. A comparative study on determining the residual fracture toughness associated with three bi-linear functions of the cohesive stress distribution, i.e. Peterson's softening curve, CEB-FIP Model 1990 softening curve and Xu's softening curve, using an analytical method is presented. It shows that different softening curves have no significant influence on the fracture toughness. Meanwhile, comparisons between the experimental and the analytical calculated critical fracture toughness values further prove the validation of the double-K fracture model to the post-fire concrete specimens.