• 제목/요약/키워드: Local and global Stability

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프리텐션 쏘일네일링 시스템의 거동특성에 관한 실험적 고찰 (An Experimental Study on Behavior Characteristics of the Pretension Soil Nailing Systems)

  • Choi, Young-Geun;Shin, Bang-Woong;Park, Si-Sam;Kim, Hong-Taek
    • 한국지반공학회논문집
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    • 제20권2호
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    • pp.87-96
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    • 2004
  • 쏘일네일링 공법은 도심지 지하굴착 공사에 있어, 지중매설물이 인접하여 존재하거나 대지경계선 등의 준수 등 시공조건에 따라서 설치네일의 길이가 제한되는 경우 및 연약한 지반조건으로 구성된 사면을 보강할 경우 등과 같은 벽체변위 및 지표침하 억제와 안정성 증대 등을 위하여, 지반앵커공법(ground anchor system)과 유사한 프리텐션 방식의 도입이 필요한 실정이다. 지반앵커공법과 유사한 프리텐션(pretension) 방식의 쏘일네일링 공법을 도입하게 될 경우, 프리텐션 하중에 의해 네일 두부에 부착된 지압판 등은 전면벽체에 수동토압을 유발시키게 되므로, 일반 보일네일링 벽체에서 발생하는 주동토압을 어느 정도 경감시킬 수 있을 것으로 기대되며, 아울러 단계별 굴착시 발생하는 변위를 최소화할 수 있을 것으로 예상된다. 따라서, 본 연구에서는 단계별 굴착시 유발되는 벽체변위 및 침하량 등을 억제하기 위한 노력의 일환으로, 프리텐션 보일네일링 시스템을 개발하였다. 또한 본 연구에서는 실내모형실험을 토대로 프리텐션 쏘일네일링 벽체의 거동특성 및 발휘되는 토압 등을 정량적으로 분석하여 프리텐션 효과에 따른 쏘일네일링 벽체의 파괴유형을 규명하였다. 아울러, 프리텐션 효과가 쏘일네일링 벽체 안정성에 미치는 영향을 검토하여, 향후 예상되는 프리텐션 효과에 따른 수평토압 감소 및 주면마찰력 증가등의 지반-네일 상호작용을 고려한 해석기법개발에 필요한 기초적인 자료를 제시하고자 한다.

가배수로 터널공사의 퇴적암 사면 안정화 설계 (Design of Sedimentary Rock Slopes in River Diversion Works)

  • Jee, Wang-Ruel
    • 한국지반공학회지:지반
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    • 제14권6호
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    • pp.17-32
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    • 1998
  • Bakun 수력발전 공사계획은 2.520MW의 수력발전소 건설과 여기에서 생산된 전기를 말레이시아 반도와 사라왁주로 공급하기 위한 송전선 공사로 구성된다. 발전소는 210m 높이의 콘크리트 지수판형 사력댐으로 건설되며, 댐과 수력발전시설을 건설하기에 앞서 Balui강을 우회시키기 위해 연장 1,400m, 내부 직경 12m, 갱구지역에서 터널 폭 16m인 가배수로 터널 3개가 열대우림 퇴적암 지대에 건설중에 있다. 본 논문은 가배수로 터널의 입.출구 지역에 존재하는 대규모 암반사면에 대한 안정성 평가와 이에 따른 최적 설계방법에 대하여 논의하였다 안정성 평가에 적용된 지반공학적 변수들은 RMR system를 기초로 하여 정의된 4개의 암반유형(RMT: Rock Mass Type)에 따라 결정되었으며, 사면에 대한 안정성 평가는 전체 사면과 지역적 사면으로 구분하여 수행되었다. 전체사면에 대한 안정성 평가에서는 록볼트, 숏크리트가 없는 상태에서 안정성 분석이 수행되었으며, 전체 사면내의 일부 불안정한 지역에 대해서는 소단 및 록볼트, 숏크리트가 시공된 상태를 고려하여 이에 대한 안정해석을 수행하였고. 지속적인 계측을 실시하였으며, 불안정하여 붕괴된 부분은 설계 변경하여 보다 안전하게 시공하였다.

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DYNAMIC ANALYSIS OF A PERIODICALLY FORCED HOLLING-TYPE II TWO-PREY ONE-PREDATOR SYSTEM WITH IMPULSIVE CONTROL STRATEGIES

  • Kim, Hye-Kyung;Baek, Hun-Ki
    • Journal of the Korean Society for Industrial and Applied Mathematics
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    • 제14권4호
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    • pp.225-247
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    • 2010
  • In this paper, we establish a two-competitive-prey and one-predator Holling type II system by introducing a proportional periodic impulsive harvesting for all species and a constant periodic releasing, or immigrating, for the predator at different fixed time. We show the boundedness of the system and find conditions for the local and global stabilities of two-prey-free periodic solutions by using Floquet theory for the impulsive differential equation, small amplitude perturbation skills and comparison techniques. Also, we prove that the system is permanent under some conditions and give sufficient conditions under which one of the two preys is extinct and the remaining two species are permanent. In addition, we take account of the system with seasonality as a periodic forcing term in the intrinsic growth rate of prey population and then find conditions for the stability of the two-prey-free periodic solutions and for the permanence of this system. We discuss the complex dynamical aspects of these systems via bifurcation diagrams.

Improved bracing systems to prevent exterior girder rotation during bridge construction

  • Ashiquzzaman, Md;Ibrahim, Ahmed;Lindquist, Will;Hindi, Riyadh
    • Steel and Composite Structures
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    • 제32권3호
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    • pp.325-336
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    • 2019
  • Concrete placement and temporary formwork of bridge deck overhangs result in unbalanced eccentric loads that cause exterior girders to rotate during construction. These construction loads affect the global and local stability of the girders and produce permanent girder rotation after construction. In addition to construction loads, the skew angle of the bridge also contributes to girder rotation. To prevent rotation (in both skewed and non-skewed bridges), a number of techniques have been suggested to temporarily brace the girders using transverse tie bars connecting the top flanges and embedded in the deck, temporary horizontal and diagonal steel pipes placed between the webs of the exterior and first interior girders, and permanent cross frames. This study includes a rigorous three-dimensional finite element analysis to evaluate the effectiveness of several bracing systems for non-skewed and several skewed bridges. In this paper, skew angles of $0^{\circ}$, $20^{\circ}$, $30^{\circ}$, and $45^{\circ}$ were considered for single- and three-span bridges. The results showed that permanent cross frames worked well for all bridges, whereas temporary measures have limited application depending on the skew angle of the bridge.

대기수은의 환경지화학: 배경농도측정 및 대기-지표면간의 교환작용 (Environmental Geochemistry of Atmospheric Mercury: Its Backgriound Concentrations and Exchange Across the Air-Surface Interface)

  • 김기현
    • 한국대기환경학회지
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    • 제12권2호
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    • pp.189-198
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    • 1996
  • Mercury (Hg) is ubiquitous throughout the earth's atmosphere. The uniqueness of its atmospheric geochemistry is well-known with the high environmental mobility and relatively long atmospheric residence time (c.a., 1 year) associated with its high chemical stability. Despite a growing recognition of the environmental significance of its global cycling, the prexisting Korean database for atmospheric Hg is extremely rare and confined to a number of concentration measurements conducted under relatively polluted urban atmospheric environments. To help activate the research on this suvject, an in-depth analysis on the current development in the measurements of atmospheric mercury and the associated fluxes has been made using the most using the most updated data ests reported worldwide. As a first step toward this purpose, the most reliable techniques commonly employed in the measurements of its concentration in the background atmosphere are introduced in combination with the flux measurement techniques over soil surface such as: dynamic enclosure (or field flux chamber) method and field micrometeorological method. Then the results derived using these measurement techniques are discussed and interpreted with an emphasis on its mobilization across the terrestrial biosphere and atmosphere interface. A unmber of factors including air/soil temperature, soil chemical composition, soil water content, and barometric pressure are found out to be influential to the rate and amount of such exchange processes. Although absolute magnitude of such exchange processes is insignificant relative to that of the major component like the oceanic environment, this exchange process is thought to be the the predominant natural pathway for both the mobilization and redistribution of atmospheric Hg on a local or regional scale.

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Multi-Level Thresholding based on Non-Parametric Approaches for Fast Segmentation

  • Cho, Sung Ho;Duy, Hoang Thai;Han, Jae Woong;Hwang, Heon
    • Journal of Biosystems Engineering
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    • 제38권2호
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    • pp.149-162
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    • 2013
  • Purpose: In image segmentation via thresholding, Otsu and Kapur methods have been widely used because of their effectiveness and robustness. However, computational complexity of these methods grows exponentially as the number of thresholds increases due to the exhaustive search characteristics. Methods: Particle swarm optimization (PSO) and genetic algorithms (GAs) can accelerate the computation. Both methods, however, also have some drawbacks including slow convergence and ease of being trapped in a local optimum instead of a global optimum. To overcome these difficulties, we proposed two new multi-level thresholding methods based on Bacteria Foraging PSO (BFPSO) and real-coded GA algorithms for fast segmentation. Results: The results from BFPSO and real-coded GA methods were compared with each other and also compared with the results obtained from the Otsu and Kapur methods. Conclusions: The proposed methods were computationally efficient and showed the excellent accuracy and stability. Results of the proposed methods were demonstrated using four real images.

An analysis of rock mass characteristics which influence the choice of support

  • Bednarek, Lukasz;Majcherczyk, Tadeusz
    • Geomechanics and Engineering
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    • 제21권4호
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    • pp.371-377
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    • 2020
  • There are currently three common methods for selecting excavation supports in Polish hard coal mines. While many factors are considered when choosing appropriate support, these do not include layering or cracking in the excavation ceiling. Although global classifications of rock mass are rarely used in hard coal mines, they are utilised much more frequently during the construction of underground structures such as tunnels. Mining classifications of rock mass have been developed (e.g., in Germany) and they rely on a number of factors but are often related to local mining and geological conditions. This paper discusses the selected findings of a study carried out on seven excavation sites with diverse mining and geological characteristics. Based on the collected data, two indicators were developed to describe rock mass quality. The first indicator is referred to as the roof lithology index WL and describes the quality of the excavation roof in terms of its layering and lithology. The second indicator is the crack intensity factor n and represents the amount of cracks in an excavation's roof. The correctness of the developed indicators was supported by reliable data from the excavation in which the designed support did not fulfill its task but was changed at a later stage, after calculating the proposed indicators.

Local buckling of thin and moderately thick variable thickness viscoelastic composite plates

  • Jafari, Nasrin;Azhari, Mojtaba;Heidarpour, Amin
    • Structural Engineering and Mechanics
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    • 제40권6호
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    • pp.783-800
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    • 2011
  • This paper addresses the finite strip formulations for the stability analysis of viscoelastic composite plates with variable thickness in the transverse direction, which are subjected to in-plane forces. While the finite strip method is fairly well-known in the buckling analysis, hitherto its direct application to the buckling of viscoelastic composite plates with variable thickness has not been investigated. The equations governing the stiffness and the geometry matrices of the composite plate are solved in the time domain using both the higher-order shear deformation theory and the method of effective moduli. These matrices are then assembled so that the global stiffness and geometry matrices of a moderately thick rectangular plate are formed which lead to an eigenvalue problem that is solved to determine the magnitude of critical buckling load for the viscoelastic plate. The accuracy of the proposed model is verified against the results which have been reported elsewhere whilst a comprehensive parametric study is presented to show the effects of viscoelasticity parameters, boundary conditions as well as combined bending and compression loads on the critical buckling load of thin and moderately thick viscoelastic composite plates.

클라우드 컴퓨팅 시장 확산을 위한 공급자 관점의 선결요인 (Analyzing the Challenges for Cloud Computing Business Dissemination in the Service Provider's Perspective)

  • 박수경;조지연;이봉규
    • 한국IT서비스학회지
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    • 제14권3호
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    • pp.99-116
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    • 2015
  • The concept of Cloud computing has been introduced in the IT field over 10 years and industry has been expanding constantly. However, compare to the maturity of global market, Korea cloud computing industry is only in the early stage. Even the Korea has advantages in technology infrastructure; the pace of Korea cloud computing market growth is taking a serious downturn. Under these circumstances, it is needed to be discussing that strategy for expanding the cloud computing market size and for sustaining global competitiveness of local companies. Previous studies on plans for Korea cloud computing market has been conducted since 2009 and most of them are tend to examined in demand perspective. Thus, this study aims at identifying the priority of business challenges for making better performance in the market with service provider aspects. To analyze the important factors in the providing cloud computing service, ANP methodology was applied in this study. The network model including five clusters, security, stability, performance, consumer, and institution, was defined through literature review and expert survey was conducted to collect data. As a result of ANP analysis, 'Securing service reliability' was analyzed as the most important factor and followed by 'Preparing the range of legal liability', 'Preventing personal information leakage' and 'Preventing confidential information data leakage.' The priority of result indicates that service provider needs to focus on to make the secured service environment. This study has significance on analyzing the priority of business challenges in the service provider perspective. This study will provide useful guidelines to for establishing strategies in cloud computing market.

자세변화에 따른 PNF 패턴이 체간 근육활성에 미치는 영향 (The Effects of PNF Patterns on Trunk Muscle Activity According to Position Changes)

  • 김경환;윤혜진;박성훈;임진우
    • PNF and Movement
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    • 제14권1호
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    • pp.1-6
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    • 2016
  • Purpose: The purpose of this study was to analyze the effects of proprioceptive neuromuscular facilitation (PNF) patterns on electromyography (EMG) activity in the rectus abdominis, internal abdominal oblique, external abdominal oblique, and erector spinae according to position changes. Methods: Ten healthy adults volunteered to participate in the study. The subjects were required to complete exercises that followed two PNF extremity patterns, namely, an upper extremity extension-adduction-internal rotation pattern and a lower extremity flexion-adduction-external rotation pattern. The exercises were applied in the supine, side-lying, and sitting positions. Repeated measure one-way ANOVA and post-hoc Bonferroni correction were used to determine the influence of the patterns on muscle activity for each muscle, and descriptive statistics were then used to determine the local/global muscle ratios. Results: The upper extremity pattern had a significant effect on the rectus abdominis and erector spinae in the supine position, and on the internal oblique and external oblique in the sitting position (p<0.05). The median value for the internal oblique/rectus abdominis showed a high ratio of 2.05, and a high ratio of 1.01 was shown for the internal oblique/external oblique in the sitting position. The lower extremity pattern had a significant effect on the rectus abdominis in the side-lying position and on the internal oblique, external oblique, and erector spinae in the sitting position (p<0.05). The median value for the internal oblique/rectus abdominis showed a high ratio of 2.83 in the sitting position and a high ratio of 1.30 for the internal oblique/external oblique in the side-lying position. Conclusion: The PNF pattern increases local muscle activation in an unstable position. Therefore, when the pattern is used for intervention purposes, trunk stability and varied position changes should be taken into account.