• Journal of Chest Surgery
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• 제23권3호
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• pp.452-464
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• 1990

It is well known that extracellular Calcium plays a very important role in several steps of smooth muscle excitability and contractility, and there have been many concerns about factors influencing the distribution of extracellular Ca++ and the Ca++ flux through the cell membrane of the smooth muscle. Based on the assumption that Mg++ may also play an important role in the excitation and contraction processes of the smooth muscle by taking part in affecting Ca++ distribution and flux, many researches are being performed about the exact role of Mg++, especially in the vascular smooth muscle. But yet the effect of Mg++ in the smooth muscle activity is not clarified, and moreover the mechanism of Mg++ action is almost completely unknown. Present study attempted to clarify the effect of Mg++ on the excitability and contractility in the multiunit and unitary smooth muscle, and the mechanism concerned in it. The preparations used were the guinea-pig aortic strip as the experimental material of the multiunit smooth muscle and the rat uterine strip as the one of the unitary smooth muscle. The tissues were isolated from the sacrificed animal and were prepared for recording the isometric contraction. The effects of Mg++ and Ca++ were examined on the electrically driven or spontaneous contraction of the preparations. And the effects of these ions were also studied on the K+ or norepinephrine contracture. All experiments were performed in tris-buffered Tyrode solution which was aerated with 100% 02 and kept at 35oC. The results obtained were as follows: 1] Mg++ suppressed the phasic contraction induced by electrical field stimulation dose-dependently in the guinea-pig aortic strip, while the high concentration of Ca++ never recovered the decreased tension. These phenomena were not changed by the a - or b - adrenergic blocker. 2]Mg++ played the suppressing effect on the low concentration [20 and 40 mM] of K+-contracture in the aortic muscle, but the effect was not shown in the case of 100mM K+-contracture. 3] Mg++ also suppressed the contracture induced by norepinephrine in the aortic preparation. And the effect of Mg++ was most prominent in the contracture by the lowest [10 mM] concentration of norepinephrine. 4] In both the spontaneous and electrically driven contractions of the uterine strip, Mg++ decreased the amplitude of peak tension, and by the high concentration of Ca++ the amplitude of tension was recovered unlike the aortic muscle. 5] The frequency of the uterine spontaneous contraction increased as the [Ca++] / [Mg++] ratio increased up to 2, but the frequency decreased above this level. 6] Mg++ decreased the tension of the low[20 and 40mM] K+-contracture in the uterine smooth muscle, but the effect did not appear in the 100mM K+-contracture. From the above results, the following conclusion could be made. 1] Mg++ seems to suppress the contractility directly by acting on the smooth muscle itself, besides through the indirect action on the nerve terminal, in both the aortic and uterine smooth muscles. 2] The fact that the depressant effect of Mg++ on the K+-contracture is in inverse proportion to an increase of K+ concentration appears resulted from the extent of the opening state of the Ca++ channel. 3] Mg++ may play a depressant role on both the potential dependent and the receptor-operated Ca++ channels. 4] The relationship between the actions of Mg++ and Ca++ seems to be competitive in uterine muscle and non-competitive in aortic strip.

• Geomechanics and Engineering
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• 제11권2호
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• pp.253-267
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• 2016

The stability of surrounding rock will be poor when the tunnel is excavated through nearly horizontal stratum. In this paper, the instability mechanism of local nearly horizontal stratum in super-large section and deep buried tunnel is revealed by the analysis of the macro failure and micro fracture. A structural model is proposed to explain the mechanics of surrounding rock collapse under the action of stress redistribution and shed light on the macroscopic analytical approach of the stability of surrounding rock. Then, some highly effective formulas applied in the tunnel engineering are developed according to the theory of mixed-mode micro fracture. And well-documented field case is made to demonstrate the effectiveness and accuracy of the proposed analytical methods of mixed-mode fracture. Meanwhile, in order to make the more accurate judgment about yield failure of rock mass, a series of comprehensive failure criteria are formed. In addition, the relationship between the nonlinear failure criterion and $K_I$ and $K_{II}$ of micro fracture is established to make the surrounding rock failure criterion more comprehensive and accurate. Further, the influence of the parameters related to the tension-shear mixed-mode fracture and compression-shear mixed-mode fracture on the propagation of rock crack is analyzed. Results show that ${\sigma}_3$ changes linearly with the change of ${\sigma}_1$. And the change rate is related to ${\beta}$, angle between the cracks and ${\sigma}_1$. The proposed simple analytical approach is economical and efficient, and suitable for the analysis of local nearly horizontal stratum in super-large section and deep buried tunnel.

• 한국강구조학회 논문집
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• 제19권1호
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• pp.67-78
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• 2007

웨브강판의 상세에 따른 골조강판벽의 거동특성을 연구하기 위하여 실험 연구를 실시하였다. 실험체는 웨브강판에 스티프너를 사용하지 않은 3층 골조강판벽을 1/3 축소모델로 제작하였다. 주요 실험 변수는 골조와 웨브강판의 연결 상세로서, 용접접합과 볼트접합, 강판의 용접부위 및 길이, 연결강판벽이다. 골조강판벽 실험체들은 대체로 실험변수와 관계없이 우수한 강도, 변형능력 그리고 에너지소산능력을 나타냈다. 다만, 볼트접합을 사용한 강판벽은 강판의 전 모서리를 용접한 강판벽보다 다소 작은 변형능력을 나타냈다. 이러한 결과는 시공성과 경제성 향상을 위해 강판 구조성능의 큰 손실 없이 다양한 상세를 사용할 수 있음을 보여주었다. 본 연구의 실험결과와 해석결과를 토대로 다양한 상세를 갖는 강판벽 실험체의 강도 및 에너지소산능력을 예측할 수 있는 방법을 제시하였다.

• 한국임상수의학회지
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• 제22권3호
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• pp.220-227
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• 2005

Although ketamine has been used in the field of anesthetic medicine for its safety and favourable respiratory effects, the cardiovascular effects of ketamine is still controversial. To clarify the action and mechanism of ketamine upon cardiovascular system, arterial blood pressure, tension of aortic ring, left ventricular developed pressure and heart rate were measured in rats, Ketamine produced two types of effects on arterial blood pressure in anesthetized rats; monophasic effect (blood pressure lowering) and biphasic effect (initial transient blood pressure increasing following sustained lowering), The ketamine-induced lowering of aterial blood pressure showed a concentration-dependent manner, inhibited by the pretreament of $MgCl_2$ and potentiated by the pretreatment of $CaCl_2$. The ketamine-induced lowering of aterial blood pressure was suppressed by the pretreatment of nifedipine, verapamil or lidocaine. In phenylephrine-precontracted endothelium intact (+E) aortic rings, ketamine sometimes caused a small enhancement of contraction ($112.5{\pm}3.6{\%}$). However, in many experiments, ketamine produced a concentration-dependent relaxation in +E aortic rings precontracted with either phenylephrine or KCl. Ketamine-induced relaxation was significantly greater in KCl-precontracted strips than phenylephrine-precontracted strips. In phenylephrine-precontracted +E aortic rings, the ketamine-induced vasorelaxation was not suppressed by endothelium removal or by the pretreatment of a nitric oxide synthase inhibitors, L-$N^G$-nitro-arginine and a guanylate cyclase inhibitors, methylene blue, suggesting that the ketamine-induced vasorelaxation is not dependent on the endothelial function. In addition, ketamine elicited an increase in left ventricular developed pressure in perfused hearts accompanied by decrease in heart rate. These results suggest that ketamine could evoke a hypotension due to vasorelaxation and decrease in heart rate in rats. The inhibitory effect of cardiovascular system might be associated with modulation of $Ca^{2+}$ homeostasis.

• Structural Engineering and Mechanics
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• 제76권3호
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• pp.311-324
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• 2020

Until now, a comparative study on fully and partially-connected steel shear walls leading to enhancing strength and stiffness reduction of partially-connected steel plate shear wall structures has not been reported. In this paper a number of 4-story and 8-story steel plate shear walls, are considered with three different connection details of infill plate to surrounding frame. The specimens are modeled using nonlinear finite element method verified excellently with the experimental results and analyzed under monotonic loading. A comparison between initial stiffness and shear strength of models as well as percentage of shear force by model boundary frame and infill plate are performed. Moreover, a comparison between energy dissipation, ductility factor and distribution of Von-Mises stresses of models are presented. According to the results, the initial stiffness, shear resistance, energy dissipation and ductility of the models with beam-only connected infill plates (SSW-BO) is found to be about 53%, 12%, 15% and 48% on average smaller than those of models with fully-connected infill plates (SPSW), respectively. However, performance characteristics of semi-supported steel shear walls (SSSW) containing secondary columns by simultaneously decreasing boundary frame strength and increasing thickness of infill plates are comparable to those of SPSWs. Results show that by using secondary columns as well as increasing thickness of infill plates, the stress demands on boundary frame decreases substantially by as much as 35%. A significant increase in infill plate share on shear capacity by as much as 95% and 72% progress for the 4-story SSW-BO and 8-story SSSW8, respectively, as compared with non-strengthened counterparts. A similar trend is achieved by strengthening secondary columns of 4-story SSSW leading to an increase of 50% in shear force contribution of infill plate.

• 한국강구조학회 논문집
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• 제15권5호통권66호
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• pp.579-589
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• 2003

콘크리트충전 강판(CFT)기둥과 H-형강 보 접합부의 기존 보강 방식은 상 하 동일 다이아프램 형태로 처리하는 것이 일반적이지만, 우리나라와 같은 중 약진지역에서는 하부플랜지에 인장 발생률이 적으므로 하부측을 단순화시켜 경제적인 접합부를 만들 수 있다. 우선적으로 본 논문에서는 단순인장실험을 실시하여 인장거동을 파악하고, 그 결과를 확장 적용하여 하부측 단순화의 타당성을 검증하였다. 본 실험에서는 상부에 복합십자형 다이아프램(Combined Diaphragm)을 하부에는 네 가지 형식 즉, 복합십자형, 무보강, 수평 T-bar, 수직 Plate를 다아아프램으로 제작한 실대크기의 실험체를 ANSI/AISC SSPEC-2002 가력 프로그램(AISC,2002)에 따라 반복가력실험을 하였다. 하부다이아프램에 사용된 수평 T-bar와 수직 Flat bar의 스터드 볼트는 횡력에 의해 하부다이아프램에 인장력이 가해질 때 보 플랜지의 인장력을 내부 콘크리트에 전달하기 위함이다. 각각의 실험체는 하부 인장시 내력의 차이가 조금 있었으나 모든 실험체가 AISC에서 규정하고 있는 합성보통모멘트 골조인(AISC,2002) 0.01rad의 비탄성회전 능력을 발휘하였다. 하부 접합부의 거동을 분석한 결과, 단순화된 하부다이아프램은 내력과 강성뿐만 아니라 소성 변형 능력이 우수하며 현장에 사용하기에 충분한 내진성능을 나타냄을 입증하였다.

• Journal of Yeungnam Medical Science
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• 제9권2호
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• pp.382-395
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• 1992

GABA는 중추신경계의 대표적인 신경전달 물질로서 $GABA_A$수용체 또는 $GABA_B$수용체에 작용하여 진정 작용, 항 불안 작용, 및 근이완 작용을 하는 것으로 알려져 있다. 근래에는 말초조직에도 GABA가 존재하며 신경조정인자 혹은 신경전달인자로서 작용한다는 보고가 있다. 정관에 대한 자율신경 지배는 아드레날린성, 콜린성과 비콜린성 비아드레날린성 신경섬유들이 분포하고 있으나, 종 혹은 부위에 따라 이들 구성요소들의 수축성에 대한기여도가 다른 것으로 알려져 있다. 본 실험에서는 흰쥐의 전립선 부위 정관의 기본장력 및 전기장 유발 수축에 대한 교감 신경성, 부교감 신경성 및 퓨린성 효현제의 영향을 관찰하였으며, 정관의 흥분성 약물 및 전기장 유발 수축에 미치는 GABA 및 GABA 관련 약물의 영향을 관찰함으로서 정관의 수축운동에 대한 GABA의 작용기전을 규명해 보고자 흰쥐(Sprague-Dawley)의 전립선 부위 정관 절편을 적출 근편 실조에 현수하고, 등척성 장력을 측정하여 다음과 같은 결과를 얻었다. 1. GABA, muscimol 및 baclofen은 전기장자극(0.2 Hz, 1 msec, 80 V) 유발 수축을 농도 의존적으로 억제하였으며 그 효력은 GABA, baclofen 그리고 muscimol 순이었다. 2. GABA의 억제작용은 $GABA_B$ 수용체 길항제인 DAVA에 의하여 길항되었으나, $GABA_A$ 수용체 길항제인 bicuculline에 의해서는 길항되지 않았다. 3. Baclofen의 억제작용은 DAVA에 의하여 길항되었으나 muscimol의 억제작용은 bicuculline에 의해서는 길항되지 않았다. 4. Norepinephrine과 ATP는 농도 의존적으로 정관의 수축력을 증가 시켰으나 acetylcholine은 영향을 미치지 못하였다. 5. GABA, baclofen 및 muscimol은 정관의 기본 장력에는 영향을 미치지 않았으며, GABA는 norepinephrine과 ATP 유발 수축에는 영향을 주지 못하였다. 6. 적출 정관을 20초간 전기장 자극을 가하였을 때 ATP 수용체 탈감작제인 mATP를 전처치한 경우에는 FPC가 감소되었고, 신경원에서 catecholamine을 고갈시키는 reserpine을 전처치한 경우에는 STC가 감소되었다. 7. GABA는 mATP를 전처치한 군에서는 정관의 전기장 유발 수축에 영향을 주지 못하였으나, reserpine을 전처치한 군에서는 전기장 유발 수축을 억제하였다. 이상의 결과로 보아 흰쥐정관의 전립선 부위에는 아드레날린성 신경전달기전과 퓨린성 신경전달기전이 동시에 작용하고 있으며, GABA는 주로 신경원의 $GABA_B$ 수용체를 통하여 ATP의 유리를 억제하는 것으로 사료된다.