• 대한토목학회논문집
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• 제5권1호
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• pp.101-111
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• 1985

황해(黃海)와 동지나해(東支那海)의 조석(潮汐) 및 해일(海溢)을 추정(推定)하기 위한 체계수립(體系樹立)의 초기연구과정(初期硏究課程)이 서술(敍述)되었다. 제시(提示)된 체계(體系)는 일기도(日氣圖)의 기압자료(氣壓資料)로부터 기상외력입력자료(氣象外力入力資料)를 작성(作成)하여 해양(海洋)모델에 의하여 해수위변화(海水位變化)와 해류(海流)를 산정(算定)하는 기법(技法)이 골격(骨格)을 이룬다. 이 초기체계(初期體系)에 의해 산정(算定)된 유황(流況)을 이용(利用)하여 오염물질(汚染物質)의 이동확산(移動擴散)을 추정(推定)하는 과정(過程)도 간단(簡單)히 서술(敍述)되었으며 인천만(仁川灣)의 유류확산(油類擴散) 및 이동추정(移動推定)의 초기결과(初期結果)가 제시(提示)되었으며 또한 토의(討議)되었다. 제시(提示)된 체계(體系)의 추후개선(追後改善)을 위한 토의(討議)도 수록(收錄)되었다.

• 한국중재학회지:중재연구
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• 제26권4호
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• pp.63-82
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• 2016

In order to cope with the changes of International Commercial Arbitration, the Shanghai International Economic and Trade Arbitration Commission (SHIAC) regulated an Emergency Arbitrator for the first time, implementing the arbitration rules in China (Shanghai) Pilot Free Trade Zone on May 1, 2014. Moreover, the China International Economic and Trade Arbitration Commission (CIETAC) also regulated the Emergency Arbitrator in the revised arbitration rules on January 1, 2015. However, it caused considerable contradiction that SHIAC and CIETAC admitted an interim measure decision by the Emergency Arbitrator under the circumstance that the Chinese court can impose a preservative measure in the Civil Procedure Code (CPC) and Arbiration Act. This study attempted to compare the main contents of an Emergency Arbitrator regulated in the arbitration rules of SHIAC and CIETAC with arbitration rules of representative arbitral institutions which operate an Emergency Arbitrator. In addition, this study verified the application features and problems through comparing the rule of SHIAC and CIETAC with the rule related to the preservative measure in Chinese law.

• Smart Structures and Systems
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• 제25권6호
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• pp.657-668
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• 2020

A novel multistage approach is developed for structural model updating based on sensitivity ranking of the selected updating parameters. Modal energy-based sensitivities are formulated, and maximum-normalized indices are designed for sensitivity ranking. Based on the ranking strategy, a multistage approach is proposed, where these parameters to be corrected with similar sensitivity levels are updated simultaneously at the same stage, and the complete procedure continues sequentially at several stages, from large to small, according to the predefined levels of the updating parameters. At every single stage, a previously developed cross model cross mode (CMCM) method is used for structural model updating. The effectiveness and robustness of the multistage approach are investigated by implementing it on an offshore structure, and the performances are compared with non-multistage approach using numerical and experimental vibration information. These results demonstrate that the multistage approach is more effective for structural model updating of offshore platform structures even with limited information and measured noise. These findings serve as a preliminary strategy for structural model updating of an offshore platform in service.

• Structural Engineering and Mechanics
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• 제71권1호
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• pp.45-56
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• 2019

A modified mechanical model of pre-pressed spring self-centering energy dissipation (PS-SCED) brace is proposed, and the hysteresis band is distinguished by the indication of relevant state variables. The MDOF frame system equipped with the braces is formulated in an incremental form of linear acceleration method. A multi-objective genetic algorithm (GA) based brace parameter optimization method is developed to obtain an optimal solution from the primary design scheme. Parameter sensitivities derived by the direct differentiation method are used to modify the change rate of parameters in the GA operator. A case study is conducted on a steel braced frame to illustrate the effect of brace parameters on node displacements, and validate the feasibility of the modified mechanical model. The optimization results and computational process information are compared among three cases of different strategies of parameter change as well. The accuracy is also verified by the calculation results of finite element model. This work can help the applications of PS-SCED brace optimization related to parameter sensitivity, and fulfill the systematic design procedure of PS-SCED brace-structure system with completed and prospective consequences.

• Wind and Structures
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• 제27권3호
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• pp.175-186
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• 2018

With the continuous increase of span lengths, modern bridges are becoming much more flexible and more prone to flutter under wind excitations. A reasonable probabilistic flutter analysis of long-span bridges involving random and uncertain variables may have to be taken into consideration. This paper presents a method for estimating the reliability index and failure probability due to flutter, which considers the very important variables including the extreme wind velocity at bridge site, damping ratio, mathematical modeling, and flutter derivatives. The Aizhai Bridge in China is selected as an example to demonstrate the numerical procedure for the flutter reliability analysis. In the presented method, the joint probability density function of wind speed and wind direction at the deck level of the bridge is first established. Then, based on the fundamental theories of structural reliability, the reliability index and failure probability due to flutter of the Aizhai Bridge is investigated by applying the Monte Carlo method and the first order reliability method (FORM). The probabilistic flutter analysis can provide a guideline in the design of long-span bridges and the results show that the structural damping and flutter derivatives have significant effects on the flutter reliability, more accurate and reliable data of which is needed.

• 항공우주정책ㆍ법학회지
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• 제31권2호
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• pp.177-214
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• 2016

중국 민용항공법은 1995년에 처음으로 제정되고 나서 20여년 사이에 처음으로 전면적인 개정이 이뤄졌다. 이번 개정은 20여년 동안의 민용항공법 시행 실천경험에 비추어, 국내외 민용항공법의 입법과 민용항공 국제협약의 최신성과를 참조하고 항공안전에 대한 감독과 관리를 강화하고 소비자 권익을 보호함으로써 민용항공활동이 안전하고 질서 있게 발전하고 민용항공활동에 관련되는 여러 당사자의 이익의 균형을 도모하고 민용항공사업 발전을 촉진함으로써 중국을 민용항공 강대국으로 건설하는데 유력한 법적 보장을 마련하는 것을 지도사상으로 하고 있다. 이번 개정안에서는 항공안전을 강화하기 위하여 항공제품의 안정생산 각 단계에서의 담당자의 책임과 관련 부문의 관리책임을 명확히 하였고, 공공항공운송기업의 항공기 추적능력의 설립을 강화하였으며 위험물품운송에 대한 법적인 규제를 강화하였다. 또한 이번 개정안에서는 안보를 강화하는 업무원칙, 관련 기관의 직책과 불법소란행위 등을 명확히 하고 이를 위반하는 경우 부담해야 하는 법적책임을 상당히 강화하였다. 국가에서는 민용항공산업의 발전을 지지한다는 원칙하에 민용항공산업의 발전을 위하여 자금투자를 위한 법적 보장을 마련하고 각급 정부에서 공항건설과 발전을 촉진하는데 있어서의 직책을 명확히 하였으며, 정부의 관리와 통제가 과도하여 민용항공산업의 발전과 자원배치에 불리한 심사비준제도를 등록제도로 변경함으로써 정부당국의 권한을 줄이고 공공운송기업의 설립조건을 조정하는 등 일련의 통용항공산업의 발전을 위하여 법적인 제도를 개혁하였다. 이외에도 소비자 권익을 보호하는 획기적인 규정들이 새로 개정되었는데 항공운송총조건을 운송계약의 구성부분임을 명확히 밝히고 항공기 지연에 관한 항공사의 책임을 묻는 지도원칙을 확립하고 1999년 몬트리올협약에 따라 항공운송인의 배상책임한도액과 배상책임제도를 조정하였다. 이외에도 항공기사고 발생시 지면제3자에 대한 손해배상에 대한 리스크를 줄이기 위하여 항공운송인의 보험가입을 적극적으로 격려하는 규정을 마련하였다. 동 개정안은 비록 현행 민용항공법상의 미비점을 상당부분 보완하였지만 국내항공운송과 국제항공운송인의 책임을 차별화하여 별도의 규정을 두었다는 점, 항공기내에서의 핸드폰 사용 등을 소란행위로 포함시켰다는 점으로 보아 항공안전을 이유로 지나치게 여객의 권익을 제한한 것은 아닌지, 항공기 산업발전을 위한 정부의 격려정책이 중국이 가입한 WTO 협정에 위배될 소지를 남겼다는 등 부분은 향후 더 검토하여 신중하게 개정안에 반영해야 할 사안이다. 현재 민용항공법 개정안은 의견수렴을 거친 상태이다. 그러나 전국인민대표대회 상무위원회 2016년 10월 31일부터 11월 7일 까지의 심사 및 의사결정 일정표를 보면 민용항공법 초안이 포함되지 않았다. 따라서 2017년에 민용항공법 개정초안이 인민대표대회 상무위원회 심사 및 의견결정 일정에 포함되는 것이 급선무 일 것이며 일단 동 일정에 포함되어야 만이 법 개정이 신속하고 효과적으로 진척이 될 수 있다. 따라서 그 이전까지는 의견의 불일치가 많은 조항부터 전문가들과 사회공중의 광범위한 논의를 진행하게 될 것이다.

• 한국중재학회지:중재연구
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• 제33권2호
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• pp.3-21
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• 2023

Chinese law does not directly stipulate the criteria for determining the nationality of arbitral awards, and the Civil Procedure Law stipulates that arbitral awards are divided into domestic arbitral awards and foreign arbitral awards based on the location of the arbitration institution managing the arbitration cases. This indirectly classifies the nationality of the arbitral award based on the location of the arbitral institution. However, with regard to the nationality of eight arbitral awards in this paper made in China by the foreign arbitration institutions, the Chinese courts determined the nationality by arbitrarily selecting the criteria for the location of the arbitration institution and the criteria for the place of arbitration, except for arbitral awards made in Hong Kong. China's unclear attitude toward the criteria for determining the nationality of arbitral award has resulted not only obscures the country that can exercise the right to revoke arbitral award, but also obscures the laws and regulations applied to the approval and execution of arbitral awards. In other words, since the right to revoke the arbitral awards resides with the country of nationality of the awards, such an ambiguous attitude in China prevents the parties from responding to the cancellation lawsuit by predicting the nationality of the arbitral awards in advance. Furthermore, since China made a declaration of reciprocity reservations while joining the New York Convention, in cases where the criteria for location of the arbitral institution is applied, if the arbitration institution belongs to a contracting state, the it must apply the New York Convention to approve and execute arbitration decisions, but if it is not a contracting state, it must be approved and executed by mutual arbitration agreements or reciprocity principles. These results can lead to different results in approval and execution of the same arbitral awards depending on how the nationality is determined.

• Nuclear Engineering and Technology
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• 제54권10호
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• pp.3745-3765
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• 2022

The concrete structures related to nuclear safety are threatened by accidental impact loadings, mainly including the low-velocity drop-weight impact (e.g., spent fuel cask and assembly, etc. with the velocity less than 20 m/s) and high-speed projectile impact (e.g., steel pipe, valve, turbine bucket, etc. with the velocity higher than 20 m/s), while the existing studies are still limited in the impact resistant design of nuclear power plant (NPP), especially the primary RC slab. This paper aims to propose the numerical simulation and theoretical approaches to assist the impact-resistant design of RC slab in NPP. Firstly, the continuous surface cap (CSC) model parameters for concrete with the compressive strength of 20-70 MPa are fully calibrated and verified, and the refined numerical simulation approach is proposed. Secondly, the two-degree freedom (TDOF) model with considering the mutual effect of flexural and shear resistance of RC slab are developed. Furthermore, based on the low-velocity drop hammer tests and high-speed soft/hard projectile impact tests on RC slabs, the adopted numerical simulation and TDOF model approaches are fully validated by the flexural and punching shear damage, deflection, and impact force time-histories of RC slabs. Finally, as for the two low-velocity impact scenarios, the design procedure of RC slab based on TDOF model is validated and recommended. Meanwhile, as for the four actual high-speed impact scenarios, the impact-resistant design specification in Chinese code NB/T 20012-2019 is evaluated, the over conservation of which is found, and the proposed numerical approach is recommended. The present work could beneficially guide the impact-resistant design and safety assessment of NPPs against the accidental impact loadings.

• Geomechanics and Engineering
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• 제22권6호
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• pp.553-564
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• 2020

In this study, a simple numerical approach for a circular tunnel opening in strain-softening surrounding rock is proposed considering out-of-plane stress and seepage force based on Biot's effective stress principle. The plastic region of strain-softening surrounding rock was divided into a finite number of concentric rings, of which the thickness was determined by the internal equilibrium equation. The increments of stress and strain for each ring, starting from the elastic-plastic interface, were obtained by successively incorporating the effect of out-of-plane stress and Biot's effective stress principle. The initial value of the outmost ring was determined using equilibrium and compatibility equations. Based on the Mohr-Coulomb (M-C) and generalized Hoek-Brown (H-B) failure criteria, the stress-increment approach for solving stress, displacement, and plastic radius was improved by considering the effects of Biot's effective stress principle and the nonlinear degradation of strength and deformation parameters in plastic zone incorporating out-of-plane stress. The correctness of the proposed approach is validated by numerical simulation.

• Advances in concrete construction
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• 제5권5호
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• pp.469-479
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• 2017

Balanced cantilever construction is extensively used in the construction of prestressed concrete (PSC) box-girder bridges. Shear-lag effect is usually considered in finished bridges, while the cumulative shear-lag effect in bridges during balanced cantilever construction is considered only rarely. In this paper, based on the balanced cantilever construction sequences of large-span PSC box-girder bridges, the difference method is employed to analyze the cumulative shear-lag effect of box girders with varying depth under the concrete segments' own weight. During cantilever construction, no negative shear-lag effect is generated, and the cumulative shear-lag effect under the balanced construction procedure is greater than the instantaneous shear-lag effect in which the full dead weight is applied to the entire cantilever. Three cross-sections of Jianjiang Bridge were chosen for the experimental observation of shear-lag effect, and the experimental results are in keeping with the theoretical results of cumulative shear-lag effect. The research indicates that only calculating the instantaneous shear-lag effect is not sufficiently safe for practical engineering purposes.