• Journal of the Society of Disaster Information
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• v.13 no.2
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• pp.191-198
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• 2017

Lego block system forms a temporary pavement area using the assembled structure block in the road excavation work for the maintenance and installation of facilities. This system was developed for a safe passage of vehicles and pedestrians. A study on the fundamental performance of a lego block system was performed through material quality, sliding resistance and compression tests. And compaction performance of ground on the road was reviewed and evaluated through field tests. As a result, a lego block system for road recovery showed the excellent performance and compaction effect.

• Journal of the KSME
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• v.26 no.6
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• pp.467-473
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• 1986

설계기술을 자립적으로 개발하려면 다음과 같은 몇 가지의 문제점과 이에 대한 대책이 있어야 한다. (1)공학적인 기초연구 및 개발에 대한 필요성을 분명하게 인식하고 기초연구 및 개발에 대한 화고한 추진의욕과 자세를 갖도록 한다. (2)기업주도형의 실질적인 산학협동방안을 강구 한다. (3)설계기술의 개발을 유발하고 촉진하는 방안을 강구한다. (4)연구 및 개발의 능력을 가진 기술인력을 확보한다. (5)성능 및 품질에 대한 성능시험설비를 확보하고 성능보증제도를 확립한다.

• Journal of the Earthquake Engineering Society of Korea
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• v.6 no.1
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• pp.43-53
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• 2002

Current torsional provisions focus n restricting torsional effect of asymmetric wall structures by proportioning strength of wall based on the traditional assumption that stiffness and strength are independent. Recent studies have pointed out that stiffness of structural wall is dependent on the strength. This implies that actual stiffness of walls can be determined only after torsional design is finished and current torsional provisions may result in significant errors. To overcome this shortcoming, this paper proposes deformation based torsional design for asymmetric wall structures. Contrary to the current torsional provisions, deformation-based torsional design uses displacement and rotation angle as design parameters and calculates base shear for inelastic torsional response directly. Main purpose of deformation based torsional design is not to restrict torsional response but to ensure intended torsional mechanism according to the capacity design concept. Because displacement and rotation angle can be used as performance criteria indicating performance level of asymmetric structures, this method can be applied to the performance based seismic design effectively.

• Journal of the Earthquake Engineering Society of Korea
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• v.1 no.4
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• pp.45-58
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• 1997

This paper describes a series of shaking table and pseudodynamic tests for evaluation of seismic performance of base-isolated structures subjected to various seismic earthquake inputs. The main objectives of this study are : (1) evaluation of the effectiveness of base-isolation systems for low-rise structures against severe seismic loads through shaking table tests, (2) verification of the substructuring pseudodynamic test method for the base-isolated structures in comparison with the shaking table test results. In the shaking table test, a quarter scaled three-story structure base-isolated by laminated rubber bearings is tested. In the pseudodynamic test, only the laminated rubber bearing s are tested using the substructuring technique, while the concurrent seismic responses of the superstructure are computed using on-line numerical integration. Comparison with the shaking table test results indicates that the substructuring pseudodynamic test method is very effective for determining the dynamic responses of the base-isolated structure.

• The Magazine of the Society of Air-Conditioning and Refrigerating Engineers of Korea
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• v.29 no.7
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• pp.60-67
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• 2000

현재까지 많은 공조용 빙축열 시스템이 전력수요 평준화를 목적으로 개발되어 설비에 적용되어 왔다. 지금까지 각종 학회에서 발표된 내용들은 기업에서 개발된 빙축열 시스템의 제빙 방식의 특징이나 시운전 결과가 중심이고, 빙축열 시스템의 평가, 특히 실제 설비의 운전 데이터에 기초한 시스템 성능 평가에 대한 내용은 많지 않았다. 이번에 소개하고자 하는 기술은 현장 제조형의 과냉각 방식 빙축열시스템의 실제 설비를 대상으로 제빙조의 제빙성능과 해빙성능에 관하여 모델해석를 기초로 평가하고, 제빙효율, 소비전력, 운전비용과 관련하여 설명함으로서 열원시스템을 평가하고자 한다.

• Proceedings of the Korea Multimedia Society Conference
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• 2002.05c
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• pp.336-341
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• 2002

본 연구에서는 엔트로피 최적화를 위한 목적함수의 근을 구하기 위해 단순히 함수 값만을 이용하여 계산을 근사화한 할선법에 기초한 고정점 알고리즘의 독립성분분석 기법을 제안하였다. 이렇게 하면 기존의 뉴우턴법에 기초한 고정점 알고리즘에서 요구되는 복잡한 도함수의 계산과정을 간략화 할 수 있어 더 우수한 학습성능의 독립성분분석이 가능하다. 제안된 학습알고리즘의 독립성분분석 기법을 512$\times$512의 픽셀을 가지는 10개의 영상을 대상으로 임의의 혼합행렬에 따라 발생되는 혼합영상들을 실험하였다. 실험결과, 기존의 뉴우턴법에 기초한 고정점 알고리즘의 분석기법보다 빠른 학습속도와 개선된 분리성능이 있음을 확인하였다. 특히 기존의 알고리즘에서 임의로 설정되는 초기값에 덜 의존하는 학습성능이 있음도 확인할 수 있었다.

• Journal of the Earthquake Engineering Society of Korea
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• v.7 no.2
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• pp.9-20
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• 2003

At present, the information on the foundation-structure interaction is lacking. As a result, the seismic performance evaluation of buildings seldom considers the effect of the foundation performance on the building responses. Recent earthquakes such as the 1993 Hokkaido Nansei-oki Earthquake(M=7.8), the 1994 Northridge Earthquake(M=6.7), the 1995 Hyogoken-Nambu Earthquake(M=7.2), and the 1999 Chi-Chi Earthquake (M=7.6) have shown that building damages are significantly affected by the degree of damage sustained by the building foundation and the interaction between the building and the foundation. This paper presents a nonlinear seismic analysis method for the seismic performance evaluation of reinforced concrete buildings which considers the pile foundation-structure interaction. The proposed method is applied to an actual building which was damaged during the 1993 Hokkaido Nansei-oki Earthquake. The result reveal that the method is able to predict the performance of the building.

• Proceedings of the Korea Concrete Institute Conference
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• 2009.05a
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• pp.451-452
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• 2009

The purpose of this study was to investigate the seismic performance of precast segmental PSC bridge piers with precast footings. A model of precast segmental PSC bridge piers with precast footings was tested under a constant axial load and a cyclically reversed horizontal load.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.21 no.6
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• pp.597-605
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• 2008

The feasibility study of a newly proposed smart base isolation system employing magneto-rheological elastomers(MREs) has been carried out. MREs belong to a class of smart materials whose elastic modulus or stiffness can be adjusted by varying the magnitude of the magnetic field. The base isolation systems are considered as one of the most effective devices for vibration mitigation of civil engineering structures such as bridges and buildings in the event of earthquakes. The proposed base isolation system strives to enhance the performance of the conventional base isolation system by improving the robustness of the system wide stiffness range controllable of MREs, which improves the adaptability and helps in better vibration control. To validate the effectiveness of the MRE-based isolation system, an extensive numerical simulation study has been performed using both single-story and five-story building structures employing base isolated devices under several historical earthquake excitations. The results show that the proposed system outperformed the conventional system in reducing the responses of the structure in all the seismic excitations considered in the study.

• Proceedings of the Korea Society for Industrial Systems Conference
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• 2009.05a
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• pp.179-183
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• 2009

본 연구는 공작기계중 대표적인 CNC LATHE의 검사항목에 관한 문헌연구를 통하여 기초 정밀도 개선 부품 적용 및 정적, 동적 정밀도 보정을 위한 기초 자료를 제시 한다. 그리고 공작기계의 기본 성능과 검사항목과의 관계를 정량적으로 연구하여 각 항목별 허용치를 제시함으로 고품질의 제품을 생산할 수 있는 데이터베이스와 관련 지침을 소개한다.