• 한국터널지하공간학회 논문집
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• 제17권6호
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• pp.695-702
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• 2015

원심모형시험은 최근의 기계적, 이론적 발전에 따라 그 활용도와 정확성이 높아지고 있다. 원심모형시험은 원지반 응력을 효과적으로 재현할 수 있으므로 주위 지반 또는 암반과 상호작용을 하는 터널과 같은 지하구조물의 거동을 모사하기 적합하다. 본 연구에서는 병렬 터널의 지진시 동적 거동을 원심모형시험을 통하여 분석하였다. 터널 모델링시 지진에 의해 발생하는 최대 가속도 저감을 위하여 Flexible segment를 고려하였으며 Flexible segment의 두께가 얇은 경우와 두꺼운 경우를 각각 고려하였다. 시험 결과 Flexible segment의 지진시 터널 구조물에 발생하는 최대 가속도 저감 효과를 확인하였다. 그러나 Flexible segment가 얇은 경우 단주기파 적용시 최대가속도의 저감효과는 없었고, 두꺼운 경우 기반암 가속도가 클 경우 보다 효과적임을 확인하였다. 또한 동일 모델에 대하여 3차원 수치해석을 수행하여 지진시 거동을 파악한 결과, 시험 결과와 유사한 경향을 보임을 확인할 수 있었다.

• 한국터널지하공간학회 논문집
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• 제19권3호
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• pp.503-515
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• 2017

최근 대형화되고 있는 지하구조물은 평상시는 물론 지진시에도 안정성을 확보하여야 한다. 특히 지하구조물 중에서도 해저터널은 지진시 안정성 유지가 매우 중요하다고 할 수 있다. 본 논문의 목표는 해저터널의 지진시 안정성 유지에 획기적인 시설물 중의 하나인 Flexible segment에 대해서 진동대 시험을 이용한 효용성 검증이다. 검증된 결과를 토대로 3차원 동해석을 통해 Flexible segment의 최적위치를 제안하는 것이 또 다른 하나의 논문 목표이다. 본 연구 수행을 위해 선정한 가상해저터널 단면에 상사율(1:100)을 고려한 1g 진동대 시험(1g Shaking Table Test)을 경주지진파, 인공지진파, 종방향, 횡방향, Flexible segment유무 등을 고려해서 모두 8회 이상 수행하였다. 진동대 시험 수행결과 전 시험 모두에서 Flexible Segment가 해저터널 내진성능향상에 효과가 있음을 확인하였다. 또한 시험적으로 내진성능 향상에 효과가 검증된 Flexible segment의 최적 위치를 선정하기 위하여, 3차원 동적 수치해석을 수행하였다. 그 결과 분기구간에서 Flexible segment를 인접해 설치할 경우 지진가속도가 감쇠하는 것을 확인할 수 있었다.

• Geomechanics and Engineering
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• 제15권3호
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• pp.833-839
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• 2018

Dynamic behaviour of a tunnel is one of the most important issues for the safety and it is generally subjected to the seismic response of the surrounding soil. Relative displacement occurred in tunnel lining during earthquake produces severe damage. Generally, it concentrates at the connecting area when two tunnels are connected in the ground. A flexible segment is a useful device for the mitigation of seismic loads on tunnel lining. In this study, 1-g shaking table tests are performed to investigate the acceleration response for the verification of the effect of flexible segment and to determine the optimum location of the flexible segment for connected tunnels. Four different seismic waves are considered; as a result, peak acceleration is reduced to 49% in case that flexible segment is implemented adjacent to connecting area. It also exhibited that the mitigation of acceleration response is verified in all seismic waves. Additionally, 3-dimensional numerical analysis is performed to compare and verify the results. And the numerical results show good agreement to those of the experimental study.

• 한국섬유공학회:학술대회논문집
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• 한국섬유공학회 1998년도 봄 학술발표회 논문집
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• pp.5-8
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• 1998

Polyurethane elastomers are segmented cocoplymer with an [HS]n-type structure. Typically, these materials are two-phase systems, prepared from relatively polar and stiff component called the hard segment(H) and relatively flexible component known as the soft segment(S). Diisocyanate and chain extender together form the hard segment, which is dispersed within a matrix of the soft segment, composed of the macrodiolos.(omitted)

• 터널과지하공간
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• 제19권2호
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• pp.77-85
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• 2009

가변성 분할 라이닝 기밀시스템을 채용한 CAES-G/T 발전용 복공식 압축공기 지하저장 터널기술을 소개 하였다. 본 기밀시스템의 특징은 라이닝 세그먼트의 변위를 허용함으로써 고압 압축공기에 의한 내압을 암반이 최대한 부담토록 하고 특수고무시트 부착을 통해 저장터널의 기밀성을 향상시킨 것으로 요약할 수 있다. 이러한 기밀시스템을 채용한 가변성 터널기술은 압축공기 지하저장 시설의 천심도, 도심지 근교 및 도서지방에서의 시공을 가능케 하여 소규모의 분산형 CAES-G/T 발전이 가능할 뿐만 아니라 다양한 에너지(천연가스, LPG, DME) 지하저장시설로서의 활용이 기대된다.

• 폴리머
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• 제33권4호
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• pp.371-376
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• 2009

폴리(에틸렌 나프탈레이트) 공중합체를 합성하기 위하여 에틸렌글리콜과 함께 1,3-프로판디올을 혼합사용하여 폴리(에틸렌/프로필렌 나프탈레이트)를 합성하고 이를 유연 기판 소재로 적용하기 위한 물성을 살펴보았다. NMR 실험 결과, 에틸렌과 프로필렌 segment가 함께 공존하는 폴리(에틸렌/프로필렌 나프탈레이트)가 합성되었음을 확인하였다. 에틸렌과 함께 프로필렌 segment가 존재하는 경우 합성된 폴리에스터의 결정화가 일어나지 않으며 유리전이온도와 열분해온도는 감소함을 알 수 있다. 합성된 폴리(에틸/프로필렌 나프탈레이트)의 주사슬에 에틸렌 보다 상대적으로 긴 프로필렌이 공존함에 따라 주사슬 배향이 어려워 열팽창계수가 감소함에 따라 합성 시 1,3-프로판디올 첨가에 따른 다소간의 내열온도 감소에도 저수축 유연기판 소재로 적용 가능함을 알 수 있었다.

• Geomechanics and Engineering
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• 제29권4호
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• pp.471-486
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• 2022

The effect of segmental joints is one of main importance for the segmental lining design when tunnels are excavated by a mechanized process. In this paper, segmental tunnel linings are analyzed by two numerical methods, namely the Beam-Spring Method (BSM) and the Solid-Interface Method (SIM). For this purpose, the Tehran Subway Line 6 Tunnel is considered to be the reference case. Comprehensive 2D numerical simulations are performed considering the soil's calibrated plastic hardening model (PH). Also, an advanced 3D numerical model was used to obtain the stress relaxation value. The SIM numerical model is conducted to calculate the average rotational stiffness of the longitudinal joints considering the joints bending moment distribution and joints openings. Then, based on the BSM, a sensitivity analysis was performed to investigate the influence of the ground rigidity, depth to diameter ratios, slippage between the segment and ground, segment thickness, number of segments and pattern of joints. The findings indicate that when the longitudinal joints are flexible, the soil-segment interaction effect is significant. The joint rotational stiffness effect becomes remarkable with increasing the segment thickness, segment number, and tunnel depth. The pattern of longitudinal joints, in addition to the joint stiffness ratio and number of segments, also depends on the placement of longitudinal joints of the key segment in the tunnel crown (similar to patterns B and B').

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 1993년도 한국자동제어학술회의논문집(국내학술편); Seoul National University, Seoul; 20-22 Oct. 1993
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• pp.552-558
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• 1993

In this paper, control of a planar two-link structurally flexible robotic manipulator executing unconstrained and constrained maneuvers is considered. The dynamic model, which is obtained by using the extended Hamilton's principle and the Galerkin criterion, includes the impact force generated during the transition from unconstrained to constrained segment of the robotic task. A method is presented to obtain the linearized equations of motion in Cartesian space for use in designing the control system. The linear quadratic Gaussian with loop transfer recovery (LQG/LTR) design methodology is exploited to design a robust feedback control system that can handle modeling errors and sensor noise, and operate on Cartesian space trajectory errors. The LQG/LTR compensator together with a feedforward loop is used to control the flexible manipulator. Simulated results are presented for a numerical example.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제15권8호
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• pp.2805-2826
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• 2021

In most cases, the routing policy of networks shows a preference for a static one-to-one mapping of communication pairs to routing paths, which offers adversaries a great advantage to conduct thorough reconnaissance and organize an effective attack in a stress-free manner. With the evolution of network intelligence, some flexible and adaptive routing policies have already proposed to intensify the network defender to turn the situation. Routing mutation is an effective strategy that can invalidate the unvarying nature of routing information that attackers have collected from exploiting the static configuration of the network. However, three constraints execute press on routing mutation deployment in practical: insufficient route mutation space, expensive control costs, and incompatibility. To enhance the availability of route mutation, we propose an OpenFlow-based route mutation technique called Polymorphic Path Transferring (PPT), which adopts a physical and virtual path segment mixed construction technique to enlarge the routing path space for elevating the security of communication. Based on the Markov Decision Process, with considering flows distribution in the network, the PPT adopts an evolution routing path scheduling algorithm with a segment path update strategy, which relieves the press on the overhead of control and incompatibility. Our analysis demonstrates that PPT can secure data delivery in the worst network environment while countering sophisticated attacks in an evasion-free manner (e.g., advanced persistent threat). Case study and experiment results show its effectiveness in proactively defending against targeted attacks and its advantage compared with previous route mutation methods.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2003년도 ICCAS
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• pp.839-844
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• 2003

This paper presents a method to segment wafer ID marks on poor quality images under uncontrolled lighting conditions of the semiconductor process. The active multiple templates matching method is suggested to search ID areas on wafers and segment them into meaningful regions and it would have been impossible to recognize characters using general OCR algorithms. This active template model is designed by applying a snake model that is used for active contour tracking. Active multiple template model searches character areas and segments them into single characters optimally, tracking each character that can vary in a flexible manner according to string configurations. Applying active multiple templates, the optimization of the snake energy is done using Greedy algorithm, to maximize its efficiency by automatically controlling each template gap. These vary according to the configuration of character string. Experimental results using wafer images from real FA environment are presented.