• Title/Summary/Keyword: Capability Reinforcement

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New tunnel reinforcement method using pressurized cavity expansion concept (천공홀 가압 팽창 개념을 도입한 터널 보조 신공법 연구)

  • Cho, In-Sung;Park, Jeong-Jun;Kim, Jong-Sun;Lee, In-Mo
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.12 no.6
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    • pp.407-416
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    • 2010
  • A new tunnel auxiliary method is proposed in this paper which utilizes the concept of cavity expansion for tuunel reinforcement by forming an umbrella arch on the roof of tunnel. When an inflatable pipe is inserted and expanded by pressure in the bore hole of umbrella arch, the ground around the bore hole can be compacted so that the stress condition above the tunnel perimeter is favorably changed. In order to verify the reinforcement effect of new concept, pilot-scale chamber test, trapdoor test and numerical analysis were performed and compared. In pilot-scale chamber test, three types of inflatable pipes are tested to verify the capability of expansion, and the results arc compared with analytical results obtained by applying cavity expansion theory and with results obtained from finite clement analysis, and the experimental results showed agreeable matches with analytical and numerical ones. Numerical analysis of a tunnel and trapdoor test applied with the inflatable pipes are also performed to figure out the reinforcement effect of the proposed techniques, and the results implied that the new method with 3 directional inflatable pipe (no pressure to downward direction) can contribute to reduce tunnel convergence and face settlement.

Structural Relationship between Intellectual Capital and Organizational Performance in a Customer Service Organization: Focused on the Role of Dynamic Capability (고객서비스 조직의 지적자본과 조직성과 간의 구조적 관계: 동적역량의 역할을 중심으로)

  • Park, Paul;Cheong, Ki-Ju;Kim, Sora;Ryu, Il
    • The Journal of the Korea Contents Association
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    • v.14 no.12
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    • pp.911-923
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    • 2014
  • This study explores which organizational capital is important for the customer service center and how the organizational capital is linked to organization's performance through dynamic capability. In this study, total of 389 employees in customer service centers were surveyed for the analysis. The results indicate that relational capital and organizational culture were positively linked with collaborative behavior, capital share, and capital transformation. Also, structural capital was a significant factor in collaborative behavior. Organizational performance was positively affecting collaborative behavior and capital share. This study provides a practical guideline on how to manage organizational capital and supplement shortcomings for managers and counsellors at the customer service centers. Furthermore, the implications for the reinforcement and development of organizational capital were suggested in building a customer service center as a strategic and fundamental part of the company.

A Study on Improvement of Rationality and Stability of Allocation and Procurement of Defense Capability Improvement Cost -Focused on the Yearly Allocation and Procurement of Mid-Term Defense Plan- (방위력개선사업비 편성.확보의 합리성과 안정성 제고방안 -국방중기계획 연부액의 편성 및 확보방안을 중심으로-)

  • Choi, Joon-Hyouck;Lee, Pil-Jung
    • Journal of the military operations research society of Korea
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    • v.34 no.1
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    • pp.117-135
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    • 2008
  • The ROK's military is attempting to change to advanced information science force through 'the Defense Reform 2020', which essentially creates the requirements of new military force. Therefore, the importance of defense industry and defense budget have been emphasized in order to successfully promote military build-up. However, the ROK defence industry has been going serious difficulties in the present day, and what is worse, unreliable rationality stability of Defense Capability Improvement Cost put the industry in the harder situation. In this circumstances, the improvement measures of the rationality stability of Defense Capability Improvement Cost should be immediately studied to satisfy the requirements of ROK military force in a suitable time and the development of ROK defense industry. The purpose of this study was to propose reinforcement measures to improve the arrangement system of yearly allocation for Mid-term Defense Plan of defense capability improvement programs and connect Mid-term Defense Plan to National Fiscal Management Plan to raise the rationality stability of ROK Defense Capability Improvement Cost.

Study on Raising International Competitiveness of Korean Restaurant Business (우리나라 외식산업의 국제경쟁력 강화 방안에 관한 연구)

  • 조구현
    • Journal of Applied Tourism Food and Beverage Management and Research
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    • v.7
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    • pp.181-205
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    • 1997
  • It is expected that Korean restaurant business will become one of the most important contributors to the notion's economy by the year 2000. As the many visible and invisible trade barriers are tumbled down and market opening to foreign competition expedites, a strategy to solidify the competitiveness of the restaurant industry is urgently needed. Some of the strateges that need to sharpen the competity edge are as follows: 1. Development of restaurant business management knowhow and enhancement of information gathering capability. 2. Development of its own unique brand of food and service tailored to many different tastes of clientele. 3. Promotion of the industry's globalization efforts with the development of local restaurant brand & Korean traditional foods and with the expansion of foreign investment. 4. Reinforcement of staff training and provision of a compensation package to attract qualified personnel. 5. deregulation of many anachronistic laws and restrictions with government's full support for the industry to realize what it's supposed to be in the 21st century.

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Numerical Simulations of the Normal Perforation Behavior by Penetrator without AOA into Steel Reinforced Concrete Targets (철근강화콘크리트에 대한 받음각이 없는 관통자의 수직관통거동 전산해석)

  • Yun, Kyung Jae;Yoo, Yoo-Han;Kim, Hak Jun
    • Journal of the Korea Institute of Military Science and Technology
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    • v.16 no.3
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    • pp.398-404
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    • 2013
  • The simulation of the ballistic trajectory of penetrator into the spaced multi-layer RC targets is very important to predict the hitting condition in subsequent target. Because of perturbation by lateral load of penetrator caused by asymmetric hitting position between penetrator and steel bar reinforcement, penetrator rotates and deviates from the straight path. Therefore, penetration capability of penetrator is decreased in the subsequent targets. This paper presents the result of the penetration of steel-bar-reinforced concrete target by using the explicit finite element code LS-DYNA. A series of computations is performed and compared to experimental data and the computed results are in good agreement with the experimental results over a wide range of velocities. And then we conduct the simulation according to various RC target hitting condition and impact velocities.

An experimental study for shear loading capacity of segmental members depending on various types of shear connector (전단연결부 형상에 따른 분절부재의 전단내하력에 대한 실험적 연구)

  • Han, Man-Yup;Kang, Tae-Heon;Shin, Jae-Woo;Jin, Kyung-Suk;Kang, Sang-Hun
    • Proceedings of the Korea Concrete Institute Conference
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    • 2006.05a
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    • pp.158-161
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    • 2006
  • The numerical analysis and the experiment was performed to investigate the influences of shear connector on shear resistance capability. The numerical analysis's results should that the H/B ratio of shear key is more effective than angle of shear key against shear strength and shear behavior, and it is more desirable to use a half of the H/B ratio of shear key. The specimen was made with same condition as AASHTO recommended. There model tests were performed under various form of shear key, number, arrangement reinforcement and condition using epoxy. As a result of the experiment, there is little difference(or there is no difference) between the case of using epoxy on shear connector and the unused case.

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Predicting shear strength of SFRC slender beams without stirrups using an ANN model

  • Keskin, Riza S.O.
    • Structural Engineering and Mechanics
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    • v.61 no.5
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    • pp.605-615
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    • 2017
  • Shear failure of reinforced concrete (RC) beams is a major concern for structural engineers. It has been shown through various studies that the shear strength and ductility of RC beams can be improved by adding steel fibers to the concrete. An accurate model predicting the shear strength of steel fiber reinforced concrete (SFRC) beams will help SFRC to become widely used. An artificial neural network (ANN) model consisting of an input layer, a hidden layer of six neurons and an output layer was developed to predict the shear strength of SFRC slender beams without stirrups, where the input parameters are concrete compressive strength, tensile reinforcement ratio, shear span-to-depth ratio, effective depth, volume fraction of fibers, aspect ratio of fibers and fiber bond factor, and the output is an estimate of shear strength. It is shown that the model is superior to fourteen equations proposed by various researchers in predicting the shear strength of SFRC beams considered in this study and it is verified through a parametric study that the model has a good generalization capability.

The Present State of Training System for Mental Health Professionals (우리나라 정신보건전문요원 수련제도 현황 및 개선방향)

  • Chae, Eun-Hee;Lee, Hyo Young
    • The Korean Journal of Health Service Management
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    • v.8 no.1
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    • pp.175-189
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    • 2014
  • The purpose of this study is to identify the present state of training system for mental health professionals. There are some topics which must be improved in the training system, like as reinforcement of qualification of the trainers, introduction of assessment system of the training, and other the quality improvement measures for the training system. Finally, the speciality and capability of mental health professionals will be promoted by supplements of the problematic matters and these efforts will be directly helpful to the people who has mental illnesses.

A Structural Planning Technique to Improve Structural Efficiency of Deteriorated Apartment Houses (노후 공동주택의 구조성능 개선을 위한 구조계획기법 제안)

  • 박경현;문선미;이성복;윤영호;양지수
    • Proceedings of the Korea Concrete Institute Conference
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    • 2000.10b
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    • pp.1079-1084
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    • 2000
  • The apartment houses which were constructed in a large quantity are currently being deteriorated and the reuse of them is directly related to the economic and environmental problem of the nation. Therefore, this research approaches to structural planning other than to the materials and/or the repair for the reuse of these deteriorated buildings. The research suggests the structural planning technique which includes the idea for the reinforcement of the structure in a part to improve the structural efficiency by investigating the current condition which includes the structural type of the buildings, examining the plan for the improvement of the structural efficiency, establishing the model of the space reorganization associated to the capability changes for the scale, the use, and the facilities, and checking of the structural efficiency through the structural analysis for the building structure suggested to be replaced.

Studies of Dapped Ended Beams with Disturbed Regions Containing T-headed bars and Steel fibers (헤디드 바와 강섬유로 보강한 Dapped Ended Beam의 구조 실험)

  • Choi Jin Hyouk;Lee Chang Hoon;Lee Joo Ha;Yoon Young Soo
    • Proceedings of the Korea Concrete Institute Conference
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    • 2005.05a
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    • pp.39-42
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    • 2005
  • This test program is to investigate the benefits of using headed bars to replace conventional stirrups and using steel fibers to reinforce in the disturbed regions in the dapped ended beam, This distribution of reinforcement was selected for aspects associated with the portion of beam section in bridge structures. The beams containing T-headed bars have a superior performance such as improved ductility, larger energy adsorption and enhanced post-peak load carrying capability. The capacity of DEB with steel fibers also show increase of ductility, shear strength, and crack.

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