• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.1A
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• pp.45-54
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• 2006

To obtain realistic stress-strain relation in concrete, it is necessary to improve the constitutive model for creep and shrinkage of concrete. This study is made up with predicting model of creep using rheological approach and mathematical development which is solution for phenomenon of concrete creep. Long-term deformation components are combined based on traditional 4-parameters model. Creep deformation is obtained adequately using 4-parameters determined by considering aging effect and microprestress among gels. And coefficient of effective viscosity is able to represent both basic creep and total creep included drying creep. This study attempt to establish mathematical model considering effects of aging, hydration, and variations of pore humidity. It can predict both basic creep and total creep. Values of result between prediction and experiment have greater than correlation factor 99%. Additionally experimental results report bad consentaneity with highway design specification adopting FIB MC 90. Rather than those are similar to FIB MC 90 rev.99.

• Journal of the East Asian Society of Dietary Life
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• v.19 no.1
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• pp.17-24
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• 2009

최근 유전자 변형 기술에 의해 제조된 식품에 대한 소비자들의 관심과 주의가 높아지고 유전자 변형 식품 생산과 판매는 국내는 물론 국제통상과 식품산업에 막대한 영향을 끼치고 있다. 본 연구는 이런 산업내의 변화에 맞추어 유전자 변형 기술에 의해 제조된 빵에 대한 일본 소비자들의 지각과 행동적 특성을 제시하는데 있다. 차별화된 유전자 변형에의 창출된 이익에 대한 일본 소비자들의 반응과 선택을 conjoint 분석을 사용하여 실증적으로 분석하였다. 본 연구의 목적은 유전자 변형 기술에 의해 창출되는 다양한 종류의 이익으로 차별화 된 GM 식품의 상품화의 실행 가능성을 평가하는데 있다. 연구 결과에 의하면 일본 소비자들은 유전자 변형에 의해 영양적 요소가 강화된 상품에 큰 관심을 보였고, 유전자 변형 식품이 주는 소비자 이익에 생산자 이익보다 높은 프리미엄을 지불할 의사가 있는 것으로 나타났다.

• Proceedings of the Korean Information Science Society Conference
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• 1999.10b
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• pp.215-217
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• 1999

본 논문은 지능형 TV에서 QoS 개선을 위한 MPEG-4 미디어 프리젠터 개발이다. 사용자들이 단순히 수동적인 미디어 사용을 벗어나, 능동적으로 참여 가능한 상태로 변환하며, 다양한 하이퍼미디어를 제공함으로써 정보 서비스의 질적 향상을 지원한다. 화면에 나타난 장면에서 사용자 이벤트를 실시간으로 처리하고, 독립적인 바이너리 세마포 구조인 변형된 원형버퍼를 사용하여 네트워크를 통해 전달된 미디어 스트림을 버퍼링하여 효율적인 상호작용을 지원한다.

• The Science & Technology
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• no.1 s.416
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• pp.12-15
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• 2004

국내 7개 대학이 참여한 생명공학 연구팀이 최근 광우병을 유발하는 것으로 알려진 '프리온(Prion) 단백질'을 생체내에서 축적되지 않으면서 정상기능을 하도록 변형된 '프리온 변이단백질'을 과다 발현시킨 수정란을 대리모에 착상시키는 방법으로 '광우병 내성 복제소' 4마리를 생산했다. 국제특허를 출원한 것은 물론이고, 지난해 12월 10일 노무현 대통령, 박호군 과학기술부 장관, 정운찬 서울대 총장 등 150여 명이 참석한 가운데 전체 과정을 시연해 보였다. 세계 5번째로 체세포 복제소를 탄생시켜 우리 나라 생명공학기술 수준을 세계에 알렸던 황우석 서울대 수의과 교수가 이번에 또 팀을 이끌며 일을 저질렀다.

• Proceedings of the Korean Information Science Society Conference
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• 2005.07b
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• pp.556-558
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• 2005

본 연구에서 제안하는 3차원 인터렉티브 스케칭 시스템은 쉽고 간략한 인터페이스 환경으로 유연하고 정교한 물체 생성 및 변형이 가능한 3차원 개념설계 시스템이다. 제품의 설계 과정에서 무선 완드를 이용하여 3차원 공간에 일련의 프리핸드 스트로크로 곡면을 정의하고 생성된 곡면은 캘리그래픽 스트로크를 이용하여 실시간으로 변형할 수 있는 공간 곡면의 정의와 실시간 자유 변형 알고리즘을 포함한다. 공간 곡면 정의 알고리즘은 무선완드의 입력 방위에 따라 상이한 물체를 생성하고 변형하는 기술로서 물체 생성시 필요한 인터페이스의 양을 최소화 할 수 있다. 또한 절러 차례 캘리그라픽 스트로크 입력으로 수정과 변형이 실시간 통합적으로 이루어지는 자유변형 알고리즘은 기존의 공학적. 수치적 접근방식에서 탈피한 직관적이며 유연한 모델링 방식을 제안하여 전문가가 아니더라도 쉽게 공학적 모델을 생성. 변형 할 수 있다. 누구나 쉽게 본 시스템의 도움으로 직관적이며 공학적으로 건전한 제품을 설계할 수 있는 디자인 설계의 획기적인 변화를 마련할 것이다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.34 no.6
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• pp.1707-1721
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• 2014

Half-depth panels were developed with the merits of CIP (Cast In Place) decks and precast decks for constructability and fast construction. In this paper, details of half-depth panels with pre-tensioning were suggested. For evaluation of structural performance, five half-depth panel specimens were fabricated and static tests were conducted. The cross-sections of these specimens were composed of pre-tensioned half-depth panels and pre-tensioned two-span half-depth panels. Test parameters were the amount of the prestressing force and the longitudinal reinforcements. Static tests on simply-supported slabs showed that ultimate strength was 1.55 times greater than calculated nominal strength. The flexural strength was only 10 % increased and the influence on crack width control was negligible when the member of tendons was increased twice. For two-span continuous specimens, the ultimate strength increased 1.2 times and 1.38 times respectively as the reinforcement was additionally provided. The verified half-depth panels by this research can be effectively utilized for the fast replacement or construction of bridges.

• Journal of the Korea Concrete Institute
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• v.21 no.2
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• pp.159-168
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• 2009

In this study, strength, stiffness and confinement effect with stress-strain and stress-volumetric strain curves for improved uniaxial compressive behavior of RC circular columns laterally confined with prestressing aramid fiber strap were experimentally investigated. The test variables were the specimens with or without axial reinforcing bar and the number and spacing of strap, prestressing level, the types of reinforcing fiber (CFS, GFS). As a result, the failure type of the columns was very stable and strength increase rate was about 73% comparison with the general RC columns. Moreover, the strain increase rate is very small and the axial displacement confinement effect was very effective compared with existry methods (CFS, GFS), the initial and final lateral confinement effect was excellent.

• Journal of the Korea Concrete Institute
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• v.22 no.4
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• pp.461-472
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• 2010

This paper investigates the behavior of precast concrete (PC) shear walls with a new vertical connections for a fast remodeling construction. The C-type vertical connections for the PC wall systems are proposed for transfer of bending moment between top and bottom walls in the vertical direction while a shear key in the center of wall is prepared to transfer shear forces by bearing action. The proposed vertical connections allows easy fabrication thanks to slots at the edges of wall in opposite directions. The plane PC wall systems subject to lateral load are compared with ordinary wall systems by investigating the effects of connection on the stiffness, strength, ductility, and failure modes of whole systems. The load-displacement relationship and influence of premature failure of connections are examined. The experimental test showed that the longitudinal reinforcing steel bars placed at the edges of walls yielded first and the ultimate deformation were terminated due to premature failure of connections. The diagonal reinforcements for efficient shear transfer in the walls were not effective. The strength and deformation obtained through the section analysis were generally in agreement with the experimental data, and indicated that. Gap opening contributed to the deformation behavior more than any other factors.

• Journal of the Korea institute for structural maintenance and inspection
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• v.24 no.3
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• pp.9-17
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• 2020

The purpose of this study was to evaluate lateral load resistance of a wall structure composed of precast concrete wall and H-Pile. This type of structure can be used for noise barrier foundation or retaining wall. Mock-up specimens having actual size were designed and fabricated. The lateral design load is 54.6kN. The H-pile length for the test specimen is 1.5m for simulating behavior of actual wall structure has 6.5m H-pile in the field, which is determined from theoretical study. Lateral displacements and strains of wall and H-pile were monitored and cracking in precast concrete wall inspected during the test. Load and deformation capacity of test specimens was compared with design capacity. The comparisons demonstrated that this type of structures, precast concrete wall and H-pile, can resist enough to lateral design load.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.11a
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• pp.109-112
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• 2008

It has better seismic performance and construction performance in precast column than in conventional RC column. In this research, seismic performances of precast column are analyzed by OpenSEES. Main variables of analysis are concrete strength, jacking ratio of tendon, amount of tendon and size of segment. As the amount of tendon and jacking ratio are increased, the flexural strength is also increased. And there is very little effect as it varies concrete strength and size of segment. But high initial jacking ratio leads to early yielding of tendon. And it is considered that a size of segment is related on construction problem. And also, strain in core concrete is less than ultimate strain. Consequently, it is considered that the amount of transverse steel will be reduced.