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신중호,김종수,하경훈,Shin, Joong-Ho,Kim, Jong-Soo,Ha, Kyong-Hoon 대한기계학회 1997 大韓機械學會論文集A Vol.21 No.6
Kinetodynamics of a cam driving slider mechanism consists of kinematic analysis and force analysis. The kinematic analysis is to determine the kinematic characteristics of a cam driving mechanism and a slider mechanism. The force analysis is to determine the joint forces of links, the contact forces of the cam and follower, and the driving torque of a main shaft. This paper proposes a close loop method and a tangent substitution method to formulate the relationships of kinematic chains and to calculate the displacement, velocity and acceleration of the cam driving slider mechanism. Also, and instant velocity center method is proposed to determine the cam shape from the geometric relationships of the cam and the roller follower. For dynamic analysis, the contact force and the driving torque of the cam driving slider mechanism are calculated from the required sliding forces, sliding motion and weight of the slider.
탈회 동결 건조골과 탈단백 우골의 백서 치조골 천공결손에 대한 치유 효과
신중호,권영혁,박준봉,허익,Shin, Joong-Ho,Kwon, Young-Hyuk,Park, Jun-Bong,Herr, Yeek 대한치주과학회 2001 Journal of Periodontal & Implant Science Vol.31 No.1
The present study was performed to compare effects of demineralized freeze-dried bone allograft(DFDBA) with deproteinized bovine bone mineral(DBBM) on periodontal fenestration defect in rats. Twelve adult male rats weighing 500 to 540 grams were used in this study. Periodontal fenestration defects were surgically created with tapered fissure bur(${\Phi}1mm$) at the left side of buccal surface of the mandible. The defect size was from anterior border of the first molar to anterior of the ascending ramus mesiodistally and from just below the alveolar crest to apically 1.5-2mm area apicocoronally with 2mm in depth. Rats were divided into control group, test group I and II. Four defects were assigned to the test group I grafted with DBBM and other 4 defects were assigned to the test group II grafted with DFDBA. The rest of defects were the negative control group. At 10 days and 35 days after surgery, 12 rats were sacrificed through intracardiac perfusion and specimens were obtained prepared with Hematoxylin-Eosin stain for light microscopic evaluation. The results of this study were as follows : 1. In the control group, new bone, osteoid, dense connective tissue were observed in the defects at 10 days. new bone formation was not found but loose connective tissue was formed in the defect and fibrous encapsulation of graft materials was shown in two test groups at 10 days. 2. In all groups, new bone formation was shown in the defect at 35 days. And in the control group, bone formation increased at 35 days than at 10 days. 3. In the test group I and II at 35 days, graft materials were combined with new bone and joined host bone. There was very close contact between new bone, graft materials, and host bone with no gaps. 4. In the test group I and II, new bone formation was similar to that in the control group but not exeeded. In conclusion, in the test group I new bone formation was similar to that in the test group II at 35 days, but there was infiltration of inflammatory cells at 10 days. DFDBA and DBBM were considered as the biocompatible graft materials and effective in the regeneration of new bone.
광산지역 도로 터널링에 있어 폐갱도가 터널 안정성에 미치는 영향 평가
신중호,신희순,선우춘,박찬,Synn, Joong-Ho,Shin, Hee-Soon,Sunwoo, Choon,Park, Chan 한국터널지하공간학회 2002 터널기술 Vol.4 No.2
광산지역을 통과하는 터널 건설 공사에서, 기존 광산 갱도는 터널의 굴착 시공 뿐만 아니라 장기적 유지관리에 걸쳐 터널 안정성에 영향을 미칠 수 있다. 본 연구에서는 기존 광산지역을 통과하는 도로 터널의 시공사례에 대한 현장 조사 및 FLAC을 이용한 수치해석을 통하여, 터널에 대한 기존 갱도의 존재 패턴 및 암반조건에 따른 터널의 안정성을 분석하였다. 그리고 기존 갱도를 포함하는 인접 영역에 대한 그라우팅 보강 방안을 제시하고 터널 안정성을 확보할 수 있는 보강 효과를 수치해석적으로 검증하였다. 이상에서, 광산지역내 도로 터널 건설에 있어서 인접한 기존 갱도 존재와 관련한 터널 안정성 평가는 기존 갱도 규모, 터널과의 거리, 암반상태, 지하수 조건 등에 따라 그 영향 정도가 다르게 나타나므로 이러한 요소들을 복합적으로 고려하여 이루어져야 할 것이다. In the construction of the road tunnel in mine area, old mine gangways can cause the instability of the tunnel. In this case study, the field investigation is carried out to figure out the location of old gangways adjacent to the tunnel, and their influence on the tunnel stability is estimated according to the location pattern and rock condition by FLAC analysis. The grouting reinforcement of tunnel crown region and old gangway is suggested and its role on assurance of the tunnel stability is also verified. It can be said from this study that the effect of the old gangway on the stability of tunnel varies with the dimension of gangway, distance from the tunnel, rock condition and groundwater, and therefore these paramerter should be compositively considered in the assessment of the tunnel stability.