• Structural Engineering and Mechanics
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• 제91권4호
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• pp.403-416
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• 2024

The single-column pier girder bridge, due to its low engineering cost, small footprint, and aesthetic appearance, is extensively employed in urban viaducts and interchange ramps. However, its structural design makes it susceptible to eccentric loads, flexural-torsional coupling effects, and centrifugal forces, among others. To evaluate its anti-overturning performance reasonably, it is crucial to determine the reaction force of the support for the single-column pier girder bridge. However, due to the interaction between vehicle and bridge and the complexity of vibration modes, it poses a significant challenge to analyze the theory or finite element method of single-column pier girder bridges. The unit load bearing reaction coefficient method is proposed in this study to facilitate the static analysis. Numerous parameter analyses have been conducted to account for the dynamic amplification effect. The results of these analyses reveal that the dynamic amplification factor is independent of road surface roughness but is influenced by factors such as the position of the support. Based on parameter analysis, the formula of the dynamic amplification factor is derived by fitting.

• 한국공간구조학회논문집
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• 제20권3호
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• pp.99-106
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• 2020

If an excessive displacement occurs in the base isolation system, the structure will be damaged due to overturning of the upper structure. In this study, we analyze the behavior of base isolation by applying earthquake to base isolation with anti-uplift device. In the case of structures that generate horizontal reaction forces such as arch structures, horizontal reaction forces must be considered in the design of the base isolation and structural members. And anti-uplift device for preventing the excessive displacement of the base isolation system is needed.

• Geomechanics and Engineering
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• 제11권4호
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• pp.457-469
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• 2016

Steep rock slope with water-filled tension crack will happen to overturn around the toe of the slope under seismic loading. This failure type is completely different from the common toppling failure occurring in anti-dipping layered rock mass slopes with steeply dipping discontinuities. This paper presents an analytical approach to determine the seismic factor of safety against overturning for an intact rock mass slope with water-filled tension crack considering horizontal and vertical seismic coefficients. This solution is a generalized explicit expression and is derived using the moment equilibrium approach. A numerical program based on discontinuous deformation analysis (DDA) is adopted to validate the analytical results. The parametric study is carried out to adequately investigate the effect of horizontal and vertical seismic coefficients on the overall stability against overturning for a saturated rock slope under two water pressure modes. The analytical results show that vertically upward seismic inertia force or/and second water pressure distribution mode will remarkably decrease the slope stability against overturning. Finally, several representative design charts of slopes also are presented for the practical application.

• 한국정밀공학회지
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• 제22권2호
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• pp.148-155
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• 2005

This study was carried out to analyze the effect of direction of wind load and machinery house location on the stability of container crane loading/unloading a container on a vessel. The overturning moment of container crane under wind load at 50m/s velocity was estimated by analyzing reaction forces at each supporting point. And variations of reaction forces at each supporting point of a container crane were analyzed according to direction of wind load and machinery house location. The critical location of machinery house was also investigated to install a tie-down which has an anti-overturning function of container crane at the land side supporting point.

• 한국게임학회 논문지
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• 제20권6호
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• pp.75-88
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• 2020

디지털 게임 경험에 있어 몰입은 가장 중요한 요인이다. 그러나 일부 게임은 다양한 방법으로 플레이어의 몰입을 흩트리고 이로 인한 심리적 거리감을 말미암아 성찰의 기회를 부여한다. 이러한 전략은 '낯설게 하기' 기법과 유사한 측면이 있다. 이에 본고는 디지털 게임의 반몰입 전략의 특성과 유형을 검토하고, 이를 '감각정보의 교란', '서사의 반전 및 장르의 전복', '경험의 제한' 세 가지로 제시하였다. 분석 결과, 시청각적 정보의 과잉, 축적된 정보나 장르 문법을 낯설게 하기, 특정한 선택과 경험의 강요는 반몰입 유발에 효과적인 것으로 나타났다. 해당 연구는 대안적 게임의 반몰입 전략을 정리하였다는 점에서 의의가 있다.

• 한국중재학회지:중재연구
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• 제26권1호
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• pp.29-51
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• 2016

This paper reviews the Supreme Court decision of the United Kingdom in Jivraj v. Hashwani (2011) concerning the employment issue of arbitrators, falling within the exception of genuine occupational requirement under the Employment Equality (Religion or Belief) Regulations 2003, and nationality of arbitrators. In 2011, the Supreme Court of the United Kingdom delivered its judgment in Jivraj v. Hashwani, unanimously overturning decision of the English Court of Appeal. The facts of this case and the decision of the Court of Appeal have been widely discussed. The decision of the Supreme Court has been met with approval within the international arbitration community in London, having restored the legal position to that prior to the Court of Appeal's ruling. Thus, the Supreme Court unanimously overturned the Court of Appeal's finding that arbitrators are the employees of the arbitrating parties. Arbitrators were held to be genuinely self-employed, and therefore outside the scope of the Regulations or Equality Act(2010). As such, the anti-discrimination provisions are not applicable to the selection, engagement or appointment of arbitrators. Most importantly, the Supreme Court's finding that arbitrators are not employees removes the possibility of challenges to arbitration agreements on the grounds that they are in breach of the Equality Act. As a practical matter, parties no longer need to consider carving out nationality provisions when drafting arbitration agreements.