• Title/Summary/Keyword: Co-working

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The Effect of Quantitative Occlusal Force on the Size of Temporomandibular Joint Space (정량적 교합력이 측두하악관절강 크기에 미치는 영향)

  • Woo-Cheon Kee
    • Journal of Oral Medicine and Pain
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    • v.17 no.2
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    • pp.27-35
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    • 1992
  • The purpose of this study was to evaluate the size of the temporomandibular joint space by the increase of the occlusal force on the working side and the non-working side during unilateral biting. For the study, 22 normal adults, age from 23 to 25, who had normal or class I molar relationship and had no symptoms on TMJ area and masticatory muscles were selected. Transcranial TMJ radiograph was taken during unilateral biting with the sensor of occlusal load measuring device (MPM-3000 ; Nihon Kohden Kogyo Co. Ltd., Japan) on 1st molar teeth of right and left side given to force of 0kg, 10kg, 20kg and 30kg respectively with Accurad-200(Denar Corperation's product). The radiographs were traced on the screen, with enlaged as 5 times. The size of temporomandibular joint space at anterior, superior and posterior compartment were measured with Dumas's method (reference line between squamotympanic fissure and the lowest point of articular eminence). The following results were obtained by this study. 1. The size of anterior TMJ space showed a tendency to decrease on the working side and increase on the non-working side by the increase of the occlusal force, but had no statistical significancy (P>0.05). 2. The size of superior TMJ space showed a tendency to increase on the working side and decrease on the non-working side by the increase of the occlusal force (P<0.05). 3. The size of posterior TMJ space showed a tendency to decrease on both working and nonworking side, but had no statistical significancy (P>0.05)

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A COMPARISON OF THE LENGTH BETWEEN MESIO-BUCCAL AND MESIO-LINGUAL CANALS OF THE MANDIBULAR MOLAR (하악대구치 근심치근의 협설측 근관장의 비교)

  • Park Seul-Hee;Noh Bong-Hwan;Hwang Ho-Keel
    • Restorative Dentistry and Endodontics
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    • v.29 no.6
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    • pp.541-547
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    • 2004
  • The aim of this study was to compare the initial apical file (IAF) length between the mesio-buccanl and mesio-lingual canals of the mandibular molar before and after early coronal flaring. Fifty mandibular molars with complete apical formation and patent foramens were selected. After establishing the initial working length of the buccal and lingual canal of the mesial root using the Root-ZX, radiographs were taken for the working length with a 0.5 mm short of #15 K-file tip just visible at the foramen under a surgical microscope (OPMI 1-FC, Carl Zeiss Co. Germany) at 25X. After early coronal flaring using the $K^3$ file, additional radiographs were taken using the same procedure. The root canal morphology and the difference in working length between the buccal and lingual canals were evaluated. These results show that the difference in the length between the mesio-buccal and mesio-lingual canals of the mandibular molar was $\leq$ 0.5 mm. If one canal has a correct working length for the mesial root of the mandibular molar, it can be used effectively for measuring the working length of another canal when the files are superimposed or loosening. In addition, the measured the working length after early coronal flaring is much more reasonable because the difference in the length between the mesio-buccal and mesio-lingual canals can be reduced.

A Study on Considering Non-Working Days for Determination Normal Project Duration in the Railway Bridgework Construction (철도 교량공사의 적정공사기간 산정을 위한 비작업일 산정에 관한 연구)

  • Chae, Su Min;Lee, Sang Hyuck;Park, Hyung Keun
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.41 no.5
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    • pp.601-608
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    • 2021
  • Recently, despite a decrease in the number of working days and an increase in the number of non-working days due to an increase in the abnormal climate and the revision of the Labor Standards Act, a standard construction period reflecting this has not been established. For this reason, even if the appropriate construction period is calculated at the site, there is a situation where delays occur due to unexpected circumstances. Therefore, this study proposes a method of calculating the number of non-working days for railway bridgework construction that reflects changes in construction conditions and climate change and reflects this to railway bridgework construction, and the number of working days was calculated. As a result, the number of non-working days by region and month in Korea was derived, and through this, the necessity of regulations and standards for appropriate construction periods reflecting regional characteristics and characteristics of each construction type was presented.

Establishment of the roof model and optimization of the working face length in top coal caving mining

  • Chang-Xiang Wang;Qing-Heng Gu;Meng Zhang;Cheng-Yang Jia;Bao-Liang Zhang;Jian-Hang Wang
    • Geomechanics and Engineering
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    • v.36 no.5
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    • pp.427-440
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    • 2024
  • This study concentrates on the 301 comprehensive caving working face, notable for its considerable mining height. The roof model is established by integrating prior geological data and the latest borehole rock stratum's physical and mechanical parameters. This comprehensive approach enables the determination of lithology, thickness, and mechanical properties of the roof within 50 m of the primary mining coal seam. Utilizing the transfer rock beam theory and incorporating mining pressure monitoring data, the study delves into the geometric parameters of the direct roof, basic roof movement, and roof pressure during the initial mining process of the 301 comprehensive caving working face. The direct roof of the mining working face is stratified into upper and lower sections. The lower direct roof consists of 6.0 m thick coarse sandstone, while the upper direct roof comprises 9.2 m coarse sandstone, 2.6 m sandy mudstone, and 2.8 m medium sandstone. The basic roof stratum, totaling 22.1 m in thickness, includes layers such as silty sand, medium sandstone, sandy mudstone, and coal. The first pressure step of the basic roof is 61.6 m, with theoretical research indicating a maximum roof pressure of 1.62 MPa during periodic pressure. Extensive simulations and analyses of roof subsidence and advanced abutment pressure under varying working face lengths. Optimal roof control effect is observed when the mining face length falls within the range of 140 m-155 m. This study holds significance as it optimizes the working face length in thick coal seams, enhancing safety and efficiency in coal mining operations.

The Study on Deposition and Characteristics of Pt-Co Alloy Thin Films for RTD Temperature Sensors (측온저항체 온도센서용 Pt-Co 합금박막의 증착과 특성에 관한 연구)

  • Chung, Gwiy-Sang;Noh, Sang-Soo
    • Journal of Sensor Science and Technology
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    • v.7 no.1
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    • pp.45-50
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    • 1998
  • Platinum-Cobalt alloy thin films were deposited on $Al_{2}O_{3}$ substrate by magnetron cosputtering for RTD temperature sensors. We made Pt-Co alloy resistance patterns on the $Al_{2}O_{3}$ substrate by lift-off method and investigated the physical and electrical characteristics of these films under various conditions, the input power, working vacuum, annealing temperature and time, and also after annealing these films. The resistivity and sheet resistivity of these films were decreased with increasing the annealing temperature. At input power of Pt : $4.4\;W/cm^{2}$, Co : $6.91\;W/cm^{2}$, working vacuum of 10 mTorr and annealing conditions of $800^{\circ}C$ and 60 min, the resistivity and sheet resistivity of Pt-Co thin films was $15{\mu}{\Omega}{\cdot}cm$ and $0.5{\Omega}/{\square}$, respectively and the TCR value of Pt-Co alloy thin films with thickness of $3000{\AA}$ were $3740ppm/^{\circ}C$ in the temperature range of $25{\sim}600^{\circ}C$. These results indicate that Pt-Co alloy thin films have potentiality for the RTD temperature sensors.

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Co-operative Education at University of the Pacific and Its Assessment for ABET Accreditation of Mechanical Engineering Program

  • Lee, Chi-Wook;Weick, Brian
    • Journal of Engineering Education Research
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    • v.11 no.4
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    • pp.76-93
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    • 2008
  • Co-operative (Co-op) education is a college program that integrates classroom studies with paid, productive and real-life work experience. A mandatory Co-op program for the degree is introduced with a sample curriculum from the Mechanical Engineering program at University of the Pacific. The mandatory Co-op program requires a minimum of 7 months of work experience with the option of pursuing a 12 month program. Students also have the opportunity of participating in an Engineering Industry Fellowship (EIF) program or an International Engineering Co-op program (IECP). University of the Pacific has engineering programs in Bio-Engineering, Civil Engineering, Computer Engineering, Electrical Engineering, Engineering Management, Engineering Physics, and Mechanical Engineering. All the programs are ABET-accredited except the Bio-Engineering program, which is relatively new. The Co-op employers evaluate the Co-op students at the end of the working period before returning to school, and the students also provide an evaluation of their Co-op experience. Co-op employer evaluations of student work are used in ABET assessment methods developed by the Mechanical Engineering program at University of the Pacific.

A Case Study for Implementing Next-Generation Knowledge Management at POSCO through Creative Community of Practice (창의적 학습동아리 활동을 통한 차세대 지식경영 구현사례 : 포스코)

  • Choi, Jong-Jin;Chung, Namho;Jo, Yong-mal
    • Knowledge Management Research
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    • v.9 no.1
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    • pp.147-161
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    • 2008
  • In the previous KM (Knowledge Management) studies, it has been repeatedly pointed that CoP (Community of Practice) should be used as a platform for boosting up corporate innovative activities. Despite this, it is very rare to find relevant literature in which real-world cases are introduced showing critical success factors, implemented strategies, and objective analysis of results. In this sense, main objective of this paper is very timely- to introduce a real-world CoP case in which POSCO, world-leading steel company, sorted out creative CoP strategies to nurture knowledge-sharing activities to solve various kinds of problems at hand, and maintain appropriate level of knowledge circulation throughout all the working units of company. In a nutshell, POSCO has been successful in any measure in utilizing the creative CoP activities as strategic means to change the paradigm of innovation and extract fruitful outcomes from integrating three important individual activities such as work, learning, and innovation.

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A Study on the Development of an Expert System for $CO_2$ Laser Cutting ($CO_2$레이저 절단을 위한 전문가 시스템 개발에 관한 연구)

  • 최은석;한국찬;나석주
    • Journal of Welding and Joining
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    • v.12 no.3
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    • pp.71-81
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    • 1994
  • Laser cutting is experiencing a rising worldwide acceptance in the industry. Expert systems are necessary for the systematic arrangement and searching of experimental data existing in journal papers, job handbooks, etc.. This paper proposes an expert system for the selection of the appropriate laser cutting variables from the available database. Optimum cutting conditions according to the given cutting velocity were searched and qualitative comments which are difficult to be used as database variables were shown at each velocity using the binary and fuzzy inference. These comments could be informative to unskilled operators of the laser cutting process. Typical cutting conditions of the mild steel and stainless steel were included and the working range and quality variations were displayed graphically. The proposed algorithm was implemented in an IBM compatible personal computer as an expert system for CO$_{2}$ laser cutting to derive the optimum cutting conditions by using the turbo prolog.

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A Case Study for Development of the Block Arrangement on Fixed Area and Scheduling System (고정 정반에서의 블록 배치 및 일정계획 시스템 개발 사례연구)

  • Min Sang-Gyu;Lee Sang-Hyup;Kim Ji-On;Ha Seung-Jin;Choi Tae-Hoon
    • Special Issue of the Society of Naval Architects of Korea
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    • 2005.06a
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    • pp.159-164
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    • 2005
  • In this paper, we study some problems of the scheduling on the fixed area in a shipbuilding. The scheduling, constrainted a working area, is not easy to make a load balance and to operate a change of daily work plan. we proposed a block arrangement algorithm to make the load balance and developed a system used to operate the change of daily work plan.

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Development of Prefabricated Joint for 132kV Cross Linked Polyethylene Cable (132kV XLPE CABLE 조립형 접속함의 개발)

  • Kim, J.H.;Oh, E.J.;Kim, K.Y.;Park, J.K.;Jeong, Y.W.
    • Proceedings of the KIEE Conference
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    • 2000.07c
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    • pp.2017-2019
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    • 2000
  • In recent the XLPE cable has been applied more widely because of its advantages, such as the low-cost and simple installation. For a prefabricated joint, its working time is short, its jointing procedures are simple, and its quality control is easy. Electrical performance targets of our developed 132kV cable accessories has been approved through the type test in accordance with IEC publication 840. This paper describes the developmental effort in terms of the design, structure and results of performance verification tests for 132kV XLPE cable system.

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