• The Journal of Asian Finance, Economics and Business
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• v.8 no.11
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• pp.223-234
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• 2021

This study aims to examine whether operating cash flows influence banks' financial stability in Pakistan. The study employed annual panel data collected from annual reports of 20 commercial banks listed on the Pakistan Stock Exchange for the year 2011 to 2019. Free cash flow yield was taken as the dependent variable while cash flow ratio was selected as the independent variable, and net interest margin, income diversification, asset quality, financial leverage, the cost to income ratio, advance net of provisions to total assets ratio, capital ratio, financial performance, breakup value per share and bank size were taken as control variables. The study performed ordinary least square technique, random and fixed effects models, Hausman test, Lagrange multiplier test, descriptive and correlation analysis. Results showed that operating cash flows and net interest margin significantly and positively influenced banks' financial stability while the cost to income ratio and advances net of provisions to total assets ratio significantly and negatively associated with banks' financial stability. To improve financial stability, banks should become more cost-effective and enhance their liquidity levels by lowering lending activities. In the future, it would be useful to compare commercial and investment banks, also Islamic and conventional banks in the same research setting.

• Journal of Fisheries and Marine Sciences Education
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• v.24 no.1
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• pp.1-8
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• 2012

In recent 5 years, the 70 percent of the ship's accident was occurred in the fishing vessels, and most of them were the engine troubles and collisions. The capsizing accident was comparatively low portion of occupation, which took only 2 percent, but the scale of accident and the loss of lives and property are known very tremendous. In this paper, it was examined for the stability provisions of fishing vessels in domestic and international to reduce the capsizing of them. Also, it was made an analysis for the case of capsizing accidents to suggest the measures against the capsizing.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 1992.10a
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• pp.79-89
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• 1992

This study is directed to propose a stability analysis and Design Criteria for Bridge Caisson foundations, with Could possibly replace the traditionals W.S.D. provisions of the Current Code, based on the FBOR(Load Factors based on optimum Reliability). The optimum reliability indices(Vertical bearing Capacity : $\beta$opt : 3.19, Lateral bearing Capacity : $\beta$opt= 3.15(ordinary), $\beta$opt : 2.93 (earthquake), Shearing resistance Capacity ; $\beta$opt : 2.87) are Selected as optimal Values Considering our practice base on the Calibration with the current Bridge Caisson foundation design Safety provisions, Load and resistance factors are measure by Using the proposed uncertainties and the Selected optimum reliability indices. furthermore, a set of nominal safety factors are proposed for the U.S.D. design provisions.

• Journal of Arbitration Studies
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• v.28 no.4
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• pp.173-191
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• 2018

MFN provisions in investment agreements have been a tool for equitable treatment between foreign investors with different nationalities. This non discriminatory principle has been pursued by the host states for further investment promotion. However, it may be abused to bring the situation of so called "ISDS forum shopping" which might harm the stability and predictability of investment agreements by unexpectedly extending the scope of obligations. While some investment arbitral tribunals have interpreted the scope of MFN provision very broadly to allow the ISDS forum shopping, both procedural and substantive provisions have been invoked. To prevent any chaos of unclear boundary of MFN provision, some explicit MFN restrictions which would limit the scope of MFN provision are needed. Indeed, some investment agreements have included these MFN restrictions. Specifically, MFN restrictions deal with both procedural or substantive provisions to prevent ISDS forum shopping. According to the lessons from the recent examples of MFN restrictions, there must be a careful consideration on the benefits and costs of having a certain type of MFN restriction as the parties can be the host state and the home state of their investors at the same time.

• Journal of Arbitration Studies
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• v.15 no.3
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• pp.113-137
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• 2005

In the provisions of 'the Arbitration Law of China, there are special provisions for international arbitration. When a court refuses the recognition and enforcement of foreign arbitral awards or cancel the domestic awards relating to international arbitration, they have to adopt the provisions of 'Chinese Civil Procedure Law'. These provisions are the same as the provisions of Korean Civil Procedure Law concerning the reasons of renewal. In the Korean Arbitration Act, those provisions disappeared when it was revised on December 31, 1999. Among the characteristics of the Chinese arbitration system, a serious question is that it provides only institutional arbitration and there is no ad-hoc arbitration in the Chinese Arbitration Law. On the other hand, when the parties appoint three arbitrators according to their agreement, the parties appoint the third arbitrator by mutual agreement and when they fail to agree, the Arbitration Committee appoints the third arbitrator. In practice, as the parties hardly agree on the third arbitrator or sole arbitrator, the Committee usually appoints them. And appointing an arbitrator from out of their panel of arbitrators is permitted these days only under examination by the Arbitration Committee in accordance with the arbitration rules of the China International Economic and Trade Arbitration Commission, Other arbitration committees except the China International Economic and Trade Arbitration Commission are still prohibited from making appointments from out of their panel of arbitrators. Accordingly, arbitration in China cannot be predicted and poses a question about legal stability as party autonomy is restricted in the appointment of arbitrators and arbitral procedure. Such being the case it is strongly recommended to select Korea as the place of arbitration in transactions with China. However it is better to arbitrate than to file a law suit in China.

• Journal of Korean Society of Steel Construction
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• v.28 no.4
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• pp.293-301
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• 2016

Stability of cylindrical liquid storage tanks under seismic excitation could prevent catastrophic disaster of human life and economic loss. Domestic provisions on allowable compressive stress in tank walls to prohibit buckling failure are either incomplete or inconsistent, so foreign specifications such as API 650, BS EN 1998-4:2006 or New Zealand Standards are employed in stability design. In this study, response spectrum analyses are performed for plant tanks having different ratios of height to diameter or diameter to thickness to calculate hydrodynamic pressure on tank walls. Then nonlinear buckling analyses are conducted to estimate magnitude of buckling stress. By comparing analysis results with those from foreign design specifications, appropriate domestic design provisions are suggested.

• Journal of the Korean Society of Industry Convergence
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• v.24 no.4_2
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• pp.501-507
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• 2021

In this study, In order to prevent the safety accidents caused by the sliding, to develop the non-slip grating, the stability judgment based on the span length of the grating and the gap of the bearing bar is performed. The structural analysis of Grating was carried out in accordance with the provisions set out in Grating's load-bearing test conditions. As the span length increases, the deflection increases and the stress and span length tend to be proportional to each other. It was shown that the larger the span, the linear increase in stress and exponential increase in deformation of grating. The maximum stress of grating was approximately 58.2 MPa, indicating a very stable safety rate of about 4.3 compared to the yield strength of the grating material. Based on these results, it will be able to be utilized as the basic data for determining the optimal dimensions of non-slip grading by performing optimal designs in the future.

• Journal of Families and Better Life
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• v.26 no.5
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• pp.391-403
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• 2008

The purpose of the study was to find the level of family financial management behavior of urban housewives and to discern the difference between financial stability and financial satisfaction according to change-orientation of financial management behavior among urban housewives, and thus provide the fundamental data to improve stability and financial satisfaction. The following findings emerged during the study: First, groups with higher change-oriented family financial management behaviors among housewives subjectively felt more financial satisfaction than other groups. Second, groups with above average levels of change-oriented management behavior appeared to have more stable families than groups with below average objective financial stability, emergency funds, risk provisions, debt burdens and liquid index. Third, groups with high levels of change-oriented family financial management behavior had higher financial satisfaction.

• Proceedings of the Korea Concrete Institute Conference
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• 2002.10a
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• pp.149-154
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• 2002

An analytical fracture mechanics approach was used to investigate the fracture behavior of reinforced concrete beams. By use of this approach based on fracture mechanics concepts, the crack width and length as well as the strength and cracking stability of reinforced concrete beams were investigated. The results obtained from the analytical studies were also discussed in terms of the minimum reinforcement ratio and crack width specified in design code provisions. The analytical approach based on fracture mechanics concepts are very useful to predict the fracture behavior of reinforced concrete beams.

• Journal of the Korean Society of Safety
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• v.31 no.4
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• pp.64-74
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• 2016

Recently, the seismic stability evaluation of concrete gravity dams is raised due to the failure of dams occurred by the Izmit, Turkey and JiJi, Taiwan earthquake in 1999. Dams failure may incur loss of life and properties around the dam as well as damage to dam structure itself. Recently, there has been growing much concerns about "earthquake - resistance" or "seismic safety" of existing concrete gravity dams designed before current seismic design provisions were implemented. This research develops three evaluation levels for seismic stability of concrete gravity dams on the basis of the evaluation method of seismic stability of concrete gravity dams in U.S.A., Japan, Canada, and etc. Level 1 is a preliminary evaluation which is for purpose of screening. Level 2 is a pseudo-static evaluation on the basis of the seismic intensity method. And level 3 is a detail evaluation by the dynamic analysis. Evaluation results on existing concrete gravity dams on operation showed good seismic performance under designed artificial earthquake(KHC earthquake).