• 한국언어정보학회지:언어와정보
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• 제12권1호
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• pp.67-83
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• 2008

The semantics of whole involves distributivity, which may not be accounted for by the distributive operator for plurals or quantifiers. I review the pragmatic approach to whole by Moltmann (2005) and propose that the semantics of whole can be explained by the member specification function, which maps a group to its members. Although NPs with whole are morphologically singular, they become semantically plural with the application of the function. The distributive operator for plurals is introduced on a sentence with whole, which explains the distributivity of whole.

• Earthquakes and Structures
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• 제2권3호
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• pp.279-295
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• 2011

This paper develops a probabilistic methodology for the seismic reliability analysis of structures with random properties. The earthquake loading is assumed to be described in terms of response spectra. The proposed methodology takes advantage of the response spectra and thus does not require explicit dynamic analysis of the actual structure. Uncertainties in the structural properties (e.g. member cross-sections, modulus of elasticity, member strengths, mass and damping) as well as in the seismic load (due to uncertainty associated with the earthquake load specification) are considered. The structural reliability is estimated by determining the failure probability or the reliability index associated with a performance function that defines safe and unsafe domains. The structural failure is estimated using a performance function that evaluates whether the maximum displacement has been exceeded. Numerical illustrations of reliability analysis of elastic and elastic-plastic single-story frame structures are presented first. The extension of the proposed method to elastic multi-degree-of-freedom uncertain structures is also studied and a solved example is provided.

• 한국농공학회지
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• 제30권2호
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• pp.67-81
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• 1988

The purpose of the present study is to set up an efficient optimum design method for the large-scale reinforced concrete cylindrical shell structures like intake tower of reservoir and to establish a solid foundation for the automatic optimum structural design combined with finite element analysis. The major design variables are the dimensions and steel areas of each member of the structures. The construction cost which is composed of the concrete, steel, and form work costs, respectively, is taken as the objective function. The constraint equations for the design of intake-tower are derived on the basis of the working stress design method. The corresponding design guides including the standard specification for concrete structures have been also employed in deraving the constraint conditions. The present nonlinear optimization problem is solved by SUMT method. The reinforced concrete intake-tower is decomposed into three major substructures. The optimization is then conducted for both the whole structure and the substructures. The following conclusions can be drawn from the present study. 1. The basis of automatic optimum design of reinforced concrete cylindrical shell structures which is combined with finite element analysis was established. 2. The efficient optimization algorithms which can execute the automatic optimum desigh of reinforced concrete intake-tower based on the working stress design method were developed. 3. Since the objective function and design variables were converged to their optimum values within the first or second iteration, the optImization algorithms developed in this study seem to be efficient and stable. 4. The difference in construction cost between the optimum designs with the substructures and with the entire structure was found to be small and thus the optimum design with the substructures,rnay conveniently be used in practical design. 5. The major active constraints of each structural member were found to be the tensile stress insteel for salb, the minimum lonitudinal steel ratio constraints for tower body and the shearing stress in concrete, tensile stress in steel and maximum eccentricityconstraints for footing, respectively. 6. The computer program develope in the present study can be effectively used even by an unexperienced designer for the optimum design of reinforced concrete intake-tower.

• 한국통신학회논문지
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• 제41권5호
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• pp.565-573
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• 2016

현재 Wi-Fi Alliance에서 발표한 Wi-Fi Direct 표준 기술(Wi-Fi Peer-to-Peer Technical Specifications v1.2, 2010)은 둘 이상의 장치로부터 Wi-Fi 직접 통신을 허용하기 위하여 정의된 기술로서, 최근 출시되는 스마트폰과 TV 등의 여러 장치에서 이 기술을 제공하고 있다. 본 기술에서 Coordinator 역할을 수행하는 GO(Group Owner)는 제 3의 장치로 부터 접속을 허용할 수 있기 때문에 상대적으로 높은 에너지 자원과 연산 능력이 요구되지만, 현재 표준 기술에서는 GO 역할 결정에 대한 환경적 요소를 고려하지 않으며, 따라서 각 장치 간 에너지 분산 측면의 효율성이 제한적이다. 본 고는 Wi-Fi Direct를 구성하는 각 장치의 물리적 파라미터와 사용자 환경에 의존적인 역할 기반의 파라미터를 도출하고 이를 통하여 GO 역할을 효율적으로 결정할 수 있도록 DIVA 방식을 새롭게 제안하며 실험을 통하여 효과를 나타내었다.