• Title/Summary/Keyword: T형

Search Result 242, Processing Time 0.033 seconds

Minimally Invasive Cardiac Surgery -Lower half sternotomy- (최소 침습적 심장수술 -흉골하부절개술에 의한-)

  • 최강주;김병훈;이양행;황윤호;조광현
    • Journal of Chest Surgery
    • /
    • v.32 no.4
    • /
    • pp.379-382
    • /
    • 1999
  • Background: There are several advantages to the ministernotomy approach. The skin incision is much smaller than the traditional median sternotomy incision. This approach allows the patients to return to normal life more quickly and provide them with good self-image. Material and Method: From April to July 1998, we performed a ministernotomy via lower half sternum in 25 patients. There were 10 males(40%) and 15 females(60%) with a mean age of 30${\pm}$16 years(range 3 to 55 years). The body surface area ranged from 0.58 to 1.9 m2(mean 1.5 to 0.4 m2). A vertical skin incision of 11cm in mean length was made in the midline over the sternum extending inferiorly from the third intercostal space. The sternum was divided vertically in the midline from the xyphoid process to the level of second intercostal space using a standard saw and then transversely to the left(n=17) or to both sides(n=4) of the second intercostal space using an oscillating saw. The sternum was divided vertically only in children (n=4). Result: The ministernotomy was used in 25 consecutive patients undergoing mitral valve replacement(n=10), repair of ventricular septal defect(n=4) and atrial septal defect(n=11). There was no significant complication related to ministernotomy. The mean ICU stay time 20 hours. Patient and family acceptance was very high. Conclusion: We concluded that minimally invasive cardiac surgery via ministernotomy can be done safely. These methods may benefit the patients with lesser discomfort, smaller incision, and earlier ICU discharge than the traditional incision.

  • PDF

Distribution of Vertical Earth Pressure due to Surcharge Loads Acting on Cantilever Retaining Wall Near Rigid Slope (강성경사면에 인접한 역T형 옹벽에 작용하는 상재하중에 의한 연직토압분포)

  • 유남재;이명욱;박병수;홍영길
    • Journal of the Korean Geotechnical Society
    • /
    • v.18 no.6
    • /
    • pp.141-152
    • /
    • 2002
  • This paper is the result of the experimental and numerical research on the distribution of vertical earth pressure due to surcharge loads acting on cantilever retaining wall close to a rigid slope with a stiff angle. Centrifuge model experiments were performed with changing the roughness of adjacent slope to the wall, distance between the wall and the slope and gravitational levels. Vertical earth pressures were measured by earth cells embedded in the backfill of the wall. Test results of vertical earth pressures due to surcharge loads were compared with theoretical estimations by using two different methods of limit equilibrium and the numerical analysis. For limit equilibrium methods, the modified silo and the wedge theories, proposed by Chung(1993, 1997), were used to analyze test results. Based on those modified theories, the particular solution with the boundary condition of surcharge loads on the surface of backfill was obtained to find the vertical stress distributions acting on the backfill. FLAC with the hyperbolic constitutive model was also used for the numerical estimation. As a result of comparison of test results with theoretical and numerical estimations, distribution of vertical earth pressures obtained from centrifuge model tests is generally in good agreement with numerical estmated values by using FLAC whereas the wedge theory shows values close to test results in case the distance between the wall and the slope is narrow.

A Study on Reliability Based Design Criteria for Reinforced Concrete Bridge Superstructures (철근(鐵筋)콘크리트 도로교(道路橋) 상부구조(上部構造) 신뢰성(信賴性) 설계규준(設計規準)에 관한 연구(研究))

  • Cho, Hyo Nam
    • KSCE Journal of Civil and Environmental Engineering Research
    • /
    • v.2 no.3
    • /
    • pp.87-99
    • /
    • 1982
  • This study proposes a reliability based design criteria for the R.C. superstructures of highway bridges. Uncertainties associated with the resistance of T or rectangular sections are investigated, and a set of appropriate uncertainties associated with the bridge dead and traffic live loads are proposed by reflecting our level of practice. Major 2nd moment reliability analysis and design theories including both Cornell's MFOSM(Mean First Order 2nd Moment) Methods and Lind-Hasofer's AFOSM(Advanced First Order 2nd Moment) Methods are summarized and compared, and it has been found that Ellingwood's algorithm and an approximate log-normal type reliability formula are well suited for the proposed reliability study. A target reliability index (${\beta}_0=3.5$) is selected as an optimal value considering our practice based on the calibration with the current R.C. bridge design safety provisions. A set of load and resistance factors is derived by the proposed uncertainties and the methods corresponding to the target reliability. Furthermore, a set of nominal safety factors and allowable stresses are proposed for the current W.S.D. design provisions. It may be asserted that the proposed L.R.F.D. reliability based design criteria for the R.C. highway bridges may have to be incorporated into the current R.C. bridge design codes as a design provision corresponding to the U.S.D. provisions of the current R.C. design code.

  • PDF

Introduction of Several Albitite-greisen Type Deposits of Korea (한국 알비타이트-그라이젠형 광상의 소개)

  • Yoo, Jang Han;Koh, Sang Mo;Moon, Dong Hyeok
    • Journal of the Mineralogical Society of Korea
    • /
    • v.25 no.4
    • /
    • pp.221-231
    • /
    • 2012
  • Uljin cassiterite deposit had been known to be a pegmatitic origin derived from the Wangpiri (Buncheon) granitic gneiss of Precambrian period. Lithium ore also shows the same origin and its lithium bearing mineral was ascertained to be a taeniolite. But the presence of leucocratic granites which played the role of host rocks haven't been clearly designated yet in these provinces. Even though Bonghwa and Youngweol sericite deposits situated in the vicinities of Hambaeg syncline had been known to have their host rocks as Hongjesa Granites of Precambrian period and Pegmatitic migmatite of unknown age respectively. But younger leucocratic granites are characterized by more amounts of albite and sericite (muscovite-3T type) than those of the older granitic rocks which contain plenty of biotite and chlorites. Although the younger granites show rather higher contents of alkalies such as $Na_2O$ (0.13~8.03 wt%) and $K_2O$ (1.71~6.38 wt%), but CaO (0.05~1.21 wt%) is very deficient due to the albitization and greisenization. Manisan granite, which is assumed to be Daebo granite which intruded the Gyunggi Gneiss Complex was again intruded by leucocratic granite whose microclinized part changed into kaolins. Taebaegsan region shows a wide distribution of carbonate rocks which are especially favorable to the ore depositions. And the presence of alkali granites which formed in the later magmatic evolution are well known to be worthwhile to the prospections of various rare metals and REEs resources.

Behavior of Wide Beam-Column Interior Joint with Slab (횡력을 받는 넓은 보-기둥 내부 접합부의 거동 평가)

  • Lee, Bum-Sik;Park, Seong-Sik;Park, Ji-Young
    • Land and Housing Review
    • /
    • v.3 no.4
    • /
    • pp.433-449
    • /
    • 2012
  • An experimental investigation was conducted to study the behavior of RC wide beam-column joints with slab subjected to reversed cyclic loads under constant axial load. Six half scale interior wide beam-column assemblies representing a portion of a frame subjected to simulated seismic loading were tested, including three specimens without slab and three specimens with slab. The primary variables were the ratio of column-to-beam flexural capacity ($M_r={\Sigma}M_c/{\Sigma}M_b$ ; 0.77~2.26), ratio of the column-to-beam width (b/H ; 1.54, 1.67). Test results are shown that (1) the current design code and practice for interior joints(type 2) are apply to the wide beam-high strength concrete column. (2) the presence of a slab have an effect on the performance of the wide beam-high strength concrete column interior joints(type 2). therefore in the design of the wide beam-high strength concrete column interior joints(type 2), the width of slab effective as a T beam flange should be considered. It was show that the case of the ratio of column-to-beam flexural capacity is more than 2.0, the effective width of slab are 2 times of an effective depth of wide beam, however if the ratio of column-to-beam flexural capacity is 1.4~2.0, the effective width of slab are not able to be considered.

Changes in the Physicochemical Characteristics and Trans Acid of Cottonseed Oil during Selective Hydrogenation (선택적 수소첨가 면실유의 이화학적 특성변화 및 트란스산 생성)

  • Kim, Hyean-Wee;Kim, Jong-Soo;Shim, Joong-Hwan;Park, Seong-Joon;Ahn, Tae-Hoe;Park, Ki-Moon;Choi, Chun-Un
    • Korean Journal of Food Science and Technology
    • /
    • v.22 no.6
    • /
    • pp.681-685
    • /
    • 1990
  • Changes in the physicochemical characteristics and trans acid of cottonseed oil under the condition of selective hydrogenation, temperature$210^{\circ}C,\;H_2\;pressure\;0.3\;kg/cm^2$ Ni catalyst amount 0.12% (in oil), agitation speed 280 rpm, were investigated. The saturated fatty acid such as palmitic acid and stearic acid did not show any difference, while linoleic acid($50.03%{\rightarrow}9.38%$) were transformed to oleic acid ($20.65%{\rightarrow}60.35%$) during hydrogenation. In linoleic acid isomers, cc form were reduced significantly, but ct, tc, tt form showed little change, respectively. In oleic acid isomer, t form increased markedly, whereas there was no significant difference in c form. Meanwhile, melting point(MP) and solid fat content (SFC) were linearly increased, but iodine value(IV) linearly decreased as hydrogenation proceeded. From these results, linear regression equations were obtained as follows. MP & IV : Y= 1.59-2.36X(r=-0.96, p<0.05), SFC($at\;20^{\circ}C$) & MP : Y=2.81+2.01X(r=0.96, p<0.05), SFC($at\;20^{\circ}C$) & IV : Y=9.40-5.16X(r=-0.99, p<0.01), SFC($at\;20^{\circ}C$) & 18 : 1t : Y=6.25+8.48X(r=0.97, p<0.05)

  • PDF

Comparison of Flow Characteristics for the Development of a C-Type Strainer with Its Inlet and Outlet on a Straight Line (유입·유출구가 일직선상인 C형 스트레이너 개발을 위한 유동특성 비교)

  • Shin, Byung-kyun;Kwon, Chang-Hee
    • Journal of Digital Convergence
    • /
    • v.14 no.11
    • /
    • pp.257-265
    • /
    • 2016
  • The purpose of this study was to develop a strainer that could protect a flow system by blocking the introduction of foreign substances into the pipe of industrial or architectural facilities. Strainers are installed at the front tip of valves, machines, or pumps in the piping line of clean water, oil, or gas. There are Y-type, U-type, and T-type strainers. The study identified problems with the Y-type strainers, develop a "C-type strainer with its inlet and outlet on a straight line" as a more improved new model, and compared them in functions in a full-scale strainer test. The study conducted a full-scale strainer test according to four situations at the flow laboratory of Korea Research Institute of Standards and Science by using the old Y-type strainer and C-type strainer 50A. The test results show that the C-type strainer had a higher capacity coefficient(Kv) than the Y-type one, recording 74.9% when there was no screen, 54.5% when there were no foreign substances in the screen, 54.2% when there was a 15% accumulation of foreign substances, and 52.4% when there was a 30% accumulation of foreign substances. The investigator conducted a test only with the 50A type due to the limitations of life-size strainers, but the results demonstrate that the C-type strainer had better flow characteristics than the Y-type one.

Axial Behavior of Reinforced Concrete Columns Externally Strengthened with Unbonded Wire Rope and T-Shaped Steel Plate (와이어로프와 T 강판으로 비부착 보강된 철근콘크리트 기둥의 중심 축하중 거동)

  • Yang, Keun-Hyeok;Sim, Jae-Il;Byun, Hang-Yong
    • Journal of the Korea Concrete Institute
    • /
    • v.20 no.2
    • /
    • pp.221-229
    • /
    • 2008
  • An improved unbonded-type column strengthening procedure using wire rope and T-shaped steel plate units was proposed. Eight strengthened columns and an unstrengthened control column were tested under concentric axial load. The main variables considered were the volume ratio of wire rope and the flange width and configuration of T-shaped steel plates. Axial load capacity and ductility ratio of columns tested were compared with predictions obtained from the equation specified in ACI 318-05 and those of conventionally tied columns tested by Chung et al., respectively. In addition, a mathematical model was proposed to evaluate the complete stress-strain relationship of concrete confined by the wire rope and T-plate units. Test results showed that the axial load capacity and ductility of columns increased with the increase of the volume ratio of wire rope and the flange width of T-plates. In particular, at the same lateral reinforcement index, a much higher ductility ratio was observed in the strengthened columns having the volume ratio of wire rope above 0.0039 than in the tied columns. A mathematical model for the stress-strain relationship of confined concrete using the proposed strengthening procedure is developed. The predicted stress-strain curves were in good agreement with test results.

Mini-T Plate Fixation for Neer Type II Distal Clavicle Fracture (Neer 분류 제 2형 원위부 쇄골 골절의 mini-T형 금속판 고정)

  • Yum, Jae-Kwang;Lee, Sang-Lim;Ra, Ho-Jong
    • Clinics in Shoulder and Elbow
    • /
    • v.12 no.1
    • /
    • pp.1-6
    • /
    • 2009
  • Purpose: To evaluate and report the clinical and radiological outcomes of open reduction and internal fixation with a mini-T plate for unstable distal clavicle fractures. Materials and Methods: From December 2004 to July 2007, fifteen patients who had a fracture of the distal clavicle (Neer type II fracture) were treated with an open reduction and internal fixation using a mini-T plate. They were followed up for a minimum of one year and the clinical and radiological results were analyzed. Results: The average time to fracture union was 3.1(3~4) months. There were no complications, such as deep infection or fixation loss. The mean ASES score was 97 points (85~100points) at the last follow up period, and 14 patients had a full range of motion of the shoulder. Conclusion: Open reduction and internal fixation with a mini-T plate for unstable distal clavicle fracture is a good surgical method with good clinical and radiological results.

Investigation of Convective Heat Transfer Characteristics of Aqueous SiO2 Nanofluids under Laminar Flow Conditions (층류유동 조건에서 SiO2 나노유체의 대류 열전달 특성에 대한 연구)

  • Park, Hyun-Ah;Park, Ji-Hyun;Jeong, Rag-Gyo;Kang, Seok-Won
    • Journal of the Korea Academia-Industrial cooperation Society
    • /
    • v.17 no.9
    • /
    • pp.1-11
    • /
    • 2016
  • The effect of the migration of nanoparticles near the wall of a channel on the convective heat transfer in a laminar flow of $SiO_2$ nanoparticle suspensions (nanofluids) under constant wall heat flux boundary conditions was numerically and experimentally investigated in this study. The dynamic thermal conductivity of the aqueous $SiO_2$ nanofluids was measured using T-type thermocouples attached to the outer surface of a stainless steel circular tube (with a length of 1 m and diameter of 1.75 mm). The nanofluids used in this study were synthesized by dispersing $SiO_2$ spherical nanoparticles with a diameter of 24 nm in de-ionized water (DIW). The enhancement of the thermal conductivity of the nanofluids (e.g., an increase of up to 7.9 %) was demonstrated by comparing the temperature profiles in the flow of the nanofluids with that in the flow of the basefluids (i.e., DIW). However, this trend was not demonstrated in the computational analysis, because the numerical models were based on continuum assumptions and flow features involving nanoparticles in a stable colloidal solution. Thus, to explore the non-continuum effects, such as the modification of the morphology caused by nanoparticle-wall interactions on the heat exchanging surfaces (e.g., the isolated and dispersed precipitation of the nanoparticles), additional experiments were performed using DIW right after the measurements using the nanofluids.