• 소성∙가공
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• 제27권1호
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• pp.18-27
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• 2018

As one of the functional metal parts in steam turbine diaphragm assembly, the hollow-partitioned turbine nozzle (stator) has large and thick geometries, as well as an asymmetric configuration. Therefore it is hard to support a metal blank in the die cavity. To ease this situation and control posture and position of metal blank (workpiece), a blank support structure is newly introduced. The blank support structure is basically composed of enlarged arms from the blank, guide pins and linear bearings. It can help to control the intermediate blank without a critical sliding phenomenon. The operation mechanism of this blank support structure, during thick plate forming for the hollow-partitioned turbine nozzle stator, is first evaluated. A series of FEM-based numerical simulations, with respect to the width of the guide arm as geometric design parameters, are carried out to investigate its applicable range. As the results, it is observed the blank support structure for this thick plate forming can guide the workpiece to have stable posture during the plate forming process.

• ETRI Journal
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• 제35권1호
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• pp.41-50
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• 2013

Network Mobility (NEMO) handles mobility of multiple nodes in an aggregate manner as a mobile network. The standard NEMO suffers from a number of limitations, such as inefficient routing and increased handoff latency. Most previous studies attempting to solve such problems have imposed an extra signaling load and/or modified the functionalities of the main entities. In this paper, we propose a more secure and lightweight route optimization (RO) mechanism based on exploiting the firewall in performing the RO services on behalf of the correspondent nodes (CNs). The proposed mechanism provides secure communications by making an authorized decision about the mobile router (MR) home of address, MR care of address, and the complete mobile network prefixes underneath the MR. In addition, it reduces the total signaling required for NEMO handoffs, especially when the number of mobile network nodes and/or CNs is increased. Moreover, our proposed mechanism can be easily deployed without modifying the mobility protocol stack of CNs. A thorough analytical model and network simulator (Ns-2) are used for evaluating the performance of the proposed mechanism compared with NEMO basic support protocol and state-of-the-art RO schemes. Numerical and simulation results demonstrate that our proposed mechanism outperforms other RO schemes in terms of handoff latency and total signaling load on wired and wireless links.

• 콘크리트학회지
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• 제6권5호
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• pp.193-202
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• 1994

본 연구에서는 전단스팬비가 작은 철근콘크리트부재를 대상으로, 기존에 주로 실험치에만 의존하여 제안되었던 전단내력식에서 탈피하여 극한해석법중의 하계정리를 이용하여 이론적으로 제안하였다. 본연구에서 제안한 모델에서는 아치기구와 트러스기구를 동시에 고려할 수가 있고 각각의 기구에서 분담하은 힘의 크기를 알 수 있다. 또한, 외부에서 가해진 힘이 어떻게 지검에 전달되고 있는가 시각적으로 이해할 수가 있으며, 전단스팬비(a/b), 전단보강근비, 인장철근비 등의 영향을 정량적으로 고려할 수가 있다. 본 연구에서 유도한 전단내력식을 기존의 실험치와 비교한 결과, 본 연구에서 제안한 식은 실험치와 대체로 일치하며, 다른 연구자에 의해 제안된 전단내력평가식에 손색이 없음을 알았다.

• Geomechanics and Engineering
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• 제38권3호
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• pp.319-334
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• 2024

The current theories on the interaction between surrounding rock and support in deep-buried tunnels do not consider the form of pre-reinforcement support or the flexibility of primary support, leading to a discrepancy between theoretical solutions and practical applications. To address this gap, a comprehensive mechanical model of the tunnel with pre-reinforced rock was established in this study. The equations for internal stress, displacement, and the radius of the plastic zone in the surrounding rock were derived. By understanding the interaction mechanism between flexible support and surrounding rock, the three-dimensional construction analysis solution of the tunnel could be corrected. The validity of the proposed model was verified through numerical simulations. The results indicate that the reduction of pre-deformation significantly influences the final support pressure. The pre-reinforcement support zone primarily inhibits pre-deformation, thereby reducing the support pressure. The support pressure mainly affects the accelerated and uniform movement stage of the surrounding rock. The generation of support pressure is linked to the deformation of the surrounding rock during the accelerated movement stage. Furthermore, the strength of the pre-reinforcement zone of the surrounding rock and the strength of the shotcrete have opposite effects on the support pressure. The parameters of the pre-reinforcement zones and support materials can be optimized to achieve a balance between surrounding rock deformation, support pressure, cost, and safety. Overall, this study provides valuable insights for predicting the deformation of surrounding rock and support pressure during the dynamic construction of deep-buried weak rock tunnels. These findings can guide engineers in improving the construction process, ensuring better safety and cost-effectiveness.

• 한국산학기술학회논문지
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• 제19권8호
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• pp.524-534
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• 2018

본 연구의 목적은 중년기여성들이 겪는 스트레스와 그에 대한 대처방식 간의 상관관계를 파악하고 적극적인 대처방식의 촉진을 위한 개입 변인들을 제시하는 데에 있다. 본 연구의 대상은 S 지역에 거주하고 있는 중년기여성 만 35세~59세 400명 이였으며 결과는 다음과 같다. 첫째, 중년기여성의 스트레스, 자아방어기제, 스트레스 대처방식의 관계는 첫 번째, 역할스트레스는 적응적 방어기제를 제외한 미성숙 방어기제, 자기억제적 방어기제, 갈등회피적 방어기제와 정적 상관관계가 있는 것으로 나타났다. 두 번째, 스트레스 대처방식 중 문제중심 대처는 역할스트레스 및 일상스트레스와 유의한 부적상관이 있는 것으로 확인되었다. 세 번째, 미성숙 방어기제의 경우에는 문제중심대처와는 유의한 부적 상관을 나타낸 반면, 정서중심대처 및 소망추구적 사고와는 유의한 정적 상관을 보이는 것으로 나타났다. 둘째, 자아방어기제 유형 중 중년기여성의 스트레스와 스트레스 대처방식의 관계에서 조절효과는 적응적 방어기제가 문제중심적 대처방식, 정서중심적 대처방식, 소망추구적 사고 대처에서는 조절효과가 있음이 확인 되었으나, 사회지지적 대처방식에는 조절효과가 없음으로 나타났다. 따라서 본연구의 결과는 중년기여성의 스트레스 완화에 자아방어기제의 조절효과를 밝혔다는데 의의가 있다.

• 한국운동역학회지
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• 제25권4호
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• pp.489-498
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• 2015

Objective : The purpose of this study was to analyze the effects of the windlass mechanism in trail-walking shoe prototypes that can effectively support arches. A study of these effects should help with the development of a first-rate trail-walking shoe development guide for the distribution of quality information to consumers. Methods : The subjects were ten adult males who volunteered to participate in the study. Shoes from three companies, which will be referred to as Company S (Type A), Company M (Type B), and Company P (Type C), were selected for the experiment. The subjects wore these shoes and walked at a speed of 4.2 km/h, and as they tested each shoe, the contact area, maximum pressure average, and surface force were all measured. Results : Shoe Type A showed a contact area of $148.78{\pm}4.31cm^2$, Type B showed an area of $145.74{\pm}4.1cm^2$, and Type C showed an area of $143.37{\pm}4.57cm^2$ (p<.01). Shoe Type A demonstrated a maximum average pressure of $80.80{\pm}9.92kPa$, Type B an average of $85.72{\pm}11.01kPa$, and Type C an average of $89.12{\pm}10.88bkPa$ (p<.05). Shoe Type A showed a ground reaction force of $1.13{\pm}0.06%BW$, Type B a force of $1.16{\pm}0.04%BW$, and Type C a force of $1.16{\pm}0.03%BW$ (p<.05). Conclusion : The Type A trail-walking shoe, which was designed with a wide arch from the center of the forefoot to the front of the rearfoot showed excellent performance, however, more development and analysis of the windlass mechanism for a variety of arch structures is still necessary.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제2권1호
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• pp.23-35
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• 2008

Mobile IP (MIP) is the solution supporting the mobility of Mobile Nodes (MNs), however, it is known to lack the support for NEtwork MObility (NEMO). NEMO manages situations when an entire network, composed of one or more subnets, dynamically changes its point of attachment to the Internet. NEMO Basic Support (NBS) protocol ensures session continuity for all the nodes in a mobile network, however, there exists a serious pinball routing problem. To overcome this weakness, there are many Route Optimization (RO) solutions such as Bi-directional Tunneling (BT) mechanism, Aggregation and Surrogate (A&S) mechanism, Recursive Approach, etc. The A&S RO mechanism is known to outperform the other RO mechanisms, except for the Binding Update (BU) cost. Although Improved Prefix Delegation (IPD) reduces the cost problem of Prefix Delegation (PD), a well-known A&S protocol, the BU cost problem still presents, especially when a large number of Mobile Routers (MRs) and MNs exist in the environment such as train, bus, ship, or aircraft. In this paper, a solution to reduce the cost of delivering the BU messages is proposed using a multicast mechanism instead of unicasting such as the traditional BU of the RO. The performance of the proposed multicast-based BU scheme is examined with an analytical model which shows that the BU cost enhancement is up to 32.9% over IPDbased, hence, it is feasible to predict that the proposed scheme could benefit in other NEMO RO protocols.

• 지질공학
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• 제1권1호
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• pp.121-136
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• 1991

본 연구에서는 P파형의 초동극성 분포를 이용하여 홍성지진의 Focal Mechanism을 평가하였다. 비선형 전산처리과정을 이용하여 원지진진앙거리에서 관측된 9개의 P파형의 초동극성 분포와 주향, 경사 및 상반변위방향의 변화로부터 구한 Focal Mechanism과의 부합성을 조사하였다. 위의 과정을 이용하여 처리한 결과 주단층면의 주향 및 겅사는 약 247도 및 약 78도로서 홍성부근지역의 선구조와 잘 일치함을 보여주었다. 그러나, 주단층면의 상반변위 방향은 약 40도에서 약 160도 까지의 광범위한 값을 보여주었으나, 이는 관측점의 방위각 분포가 불충분하기 때문인 것으로 분석되었다. 위에서 결정된 Focal Mechanism이 의미하는 주응력 방향은 일본 트렌치를 따라서 태평양판이 유라시아판 아래로 Subduction할 때 가능한 지응력장가 상반되지 않음을 보여 주었다. 또한, 이러한 Focal Mechanism으로부터 원자력발전소나 핵폐기물 처리장 및 처분장 건설시, 부지고유응답 스펙트럼 및 강지진동 자료와 같은 내진설계기준을 위해 필요한 한반도의 지진지체구조 특성에 대한 정보를 얻을 수 있다.

• Journal of Communications and Networks
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• 제7권3호
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• pp.313-324
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• 2005

The success of the IEEE 802.11 standard has prompted research into efficiency of the different medium access methods and their support for different traffic types. A modified version of the point coordination function (PCF) called modified PCF has been introduced as a way to improve the efficiency over the standard method. It has been shown through a simulation study and a mathematical analysis that channel utilization can be much improved compared to the standard, in case there is no so-called hidden station problem. However, under the hidden station problem, the efficiency of the modified PCF would obviously decrease. In this paper, some enhancements of the modified PCF are introduced. Firstly, we propose a retransmission process to allow frames involved in collisions to be retransmitted. Then, we propose a collision resolution mechanism to reduce the frame collision probability due to the hidden station problem. In addition, we propose a priority scheme to support prioritization for different traffic types such as interactive voice and video, and real-time data traffic in the modified PCF. To prevent the starvation of one low priority traffic, minimum transmission period is also guaranteed to each traffic type via an admission control algorithm. We study the performance of the modified PCF under the hidden station problem and the performance of the modified PCF with priority scheme through simulations. To illustrate the efficiency of the priority scheme, we therefore compare its simulation results with those of some standardized protocols: The distributed coordination function (DCF), the enhanced distributed channel access (EDCA), the PCF, and our previously proposed protocol: The modified PCF without priority scheme. The simulation results show that the increment of delay in the network due to the hidden station problem can be reduced using the proposed collision resolution mechanism. In addition, in a given scenario the modified PCF with priority scheme can provide better quality of service (QoS) support to different traffic types and also support a higher number of data stations than the previous proposals.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제4권3호
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• pp.341-357
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• 2010

Forward Error Correction (FEC) techniques have been adopted to overcome packet losses and to improve the quality of video delivery. The efficiency of the FEC has been significantly compromised, however, due to the characteristics of the wireless channel such as burst packet loss, channel fluctuation and lack of Quality of Service (QoS) support. We propose herein an Adaptive Cross-layer FEC mechanism (ACFEC) to enhance the quality of video streaming over 802.11 WLANs. Under the conventional approaches, FEC functions are implemented on the application layer, and required feedback information to calculate redundancy rates. Our proposed ACFEC mechanism, however, leverages the functionalities of different network layers. The Automatic Repeat reQuest (ARQ) function on the Media Access Control (MAC) layer can detect packet losses. Through cooperation with the User Datagram Protocol (UDP), the redundancy rates are adaptively controlled based on the packet loss information. The experiment results demonstrate that the ACFEC mechanism is able to adaptively adjust and control the redundancy rates and, thereby, to overcome both of temporary and persistent channel fluctuations. Consequently, the proposed mechanism, under various network conditions, performs better in recovery than the conventional methods, while generating a much less volume of redundant traffic.