• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2023년도 봄 학술논문 발표대회
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• pp.157-158
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• 2023

Building Information Modeling (BIM) design has been mandatory in Korea since 2016, and it has been gradually expanding in the industry, with a slow attempt to apply it in remodeling constructions. This is because Korea is facing a situation where many buildings are over 30 years old and require remodeling or reconstruction. The remodeling industry is also a growing market, as it saves construction time and cost compared to reconstruction. BIM is an ideal technology element for a competitive remodeling construction, as remodeling constructions face a complicated construction process from the start, including demolition, maintenance, and reinforcement to save the change process. However, there are still limitations in applying BIM to remodeling constructions, due to considerations of the existing building and the complicated requests of the inhabitants. BIM still has technical and environmental limitations for general use. In this study, I analyzed BIM application cases from existing studies and suggest what improvement points should be strengthened.

• Smart Structures and Systems
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• 제20권1호
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• pp.53-60
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• 2017

Reinforced concrete shear wall is one of the most common structural forms for high-rise buildings, and seismic energy dissipation techniques, which are effective means to control structural vibration response, are being increasingly used in engineering. Reinforced concrete-mild steel damper stiffness-tandem energy dissipation coupling beams are a new technology being gradually adopted by more construction projects since being proposed. Research on this technology is somewhat deficient, and this paper investigates design principles and methods for two types of mild steel dampers commonly used for energy dissipation coupling beams. Based on the conception design of R.C. shear wall structure and mechanics principle, the basic design theories and analytic expressions for the related optimization parameters of dampers at elastic stage, yield stage, and limit state are derived. The outcomes provide technical support and reference for application and promotion of reinforced concrete-mild steel damper stiffness-tandem energy dissipation coupling beam in engineering practice.

• Structural Engineering and Mechanics
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• 제26권2호
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• pp.191-210
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• 2007

The three different approaches (reformulations) of evolution strategies (ESs) have been proposed in the literature as extensions of the technique for solving discrete problems. This study implements an extensive research on application, evaluation and comparison of them in discrete optimum design of steel frames. A unified formulation is first developed to explain these approaches, so that differences and similarities between their inherent search mechanisms can clearly be identified. Two examples from practical design of steel frames are studied next to measure their performances in locating the optimum. Extensive numerical experimentations are performed in both examples to facilitate a statistical analysis of their convergence characteristics. The results obtained are presented in the histograms demonstrating the distribution of the best designs located by each approach. In addition, an average improvement of the best design during the course of evolution is plotted in each case to compare their relative convergence rates.

• 한국농촌건축학회논문집
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• 제6권2호
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• pp.21-30
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• 2004

The purpose of this study is to consider critically the conceptural meaning and the arch itectural planning-techniques of environment-friendly architecture in Korean contemporary architecture. The related conceptual meaning and design-techniques on environment-friendly architecture are proposed by considering items in relation with adapting to natural environment, human life, historical imagination. These items are adapting technical methods to architectural design in a narrow sense. We have to reconsider its wide application. Through this consideration, this study is proposed a right direction of environment-friendly architecture in the future.

• Structural Engineering and Mechanics
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• 제3권5호
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• pp.475-495
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• 1995

In the past, physical models have been proposed, in compliance with the concept of the compressive-force path, for the realistic design of various statically determinate structural concrete members. The present work extends these models so as to encompass indeterminate RC structural forms. Pilot tests conducted on continuous beams and fixed-ended portal frames have revealed that designing such members to present-day concepts may lead to brittle types of failure. On the other hand, similar members designed on the basis of the proposed physical models attained very ductile failures. It appears that, unlike current design approaches, the compressive-force path concept is capable of identifying those areas where failure is most likely to be triggered, and ensures better load redistribution, thus improving ductility. The beneficial effect of proper detailing at the point of contraflexure in an indeterminate RC member is to be noted.

• 대한용접접합학회:학술대회논문집
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• 대한용접접합학회 2002년도 Proceedings of the International Welding/Joining Conference-Korea
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• pp.181-186
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• 2002

Laser welding application for car body manufacturing has many advantages in the stiffness and the lightness of vehicle, the productivity of assembly line, and the degree of freedom in design. This presentation will express the innovation of car body manufacturing including parameter optimization, process modeling, and system integration. In this application the investment for systems was cut down dramatically by real time switching over the laser path between two welding stations. Points of technical discussion are as follows: optimization of parameters such as laser power, robot speed and trajectory, compact and useful design of jig & fixture to assure welding quality for 3 sheet-layer zinc-coated steel, system integration between 4kW Nd:YAG laser device and the other systems, on-line real time welding quality monitoring system, perfect safety standards for high power laser, minimization of consumption costs such as arc lamp, protective glass for optic, etc. Laser welding has found a place on Hyundai's production plant in conjunction with the startup of mass production of new sports car, and this production system is the result of a collaboration of its engineers. Outer side sheets are joined to inner side sheets by 122 stitch welds totally. And the length is about 2.4meter.

• 대한원격탐사학회지
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• 제32권3호
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• pp.287-305
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• 2016

위성은 지난 반세기 동안 활동영역을 넓혀왔고, 향후에 추가 발사될 것으로 전망됨에 따라 위성 탑재체 개발에 대한 연구는 활발히 증가될 것으로 예측된다. 특히 지구관측 위성은 사용 목적과 수요에 따라 다양한 분야에서 활용되고 있으며 각 활용분야에 따른 적합한 탑재체 제원이 필요하다. 한반도의 경우 국토의 85%가 산림 및 농경지로 분포되어 있어 농림업 분야에서의 활용이 가장 활발할 것으로 예측할 수 있다. 본 논문에서는 향후 농림업분야에서 국내 지형을 효율적으로 관측하기 위한 위성 탑재체 기술을 분석하였다. 이를 위해 국내 사용자들이 농림업분야에 위성영상을 활용한 사례를 조사하여 관측 탑재체의 기술특성에 대해 분석하였다. 또한 국내외에서 농림업분야에 활용되고 있는 지구관측 위성 탑재체의 개발 현황과 향후 국내 지형을 효율적으로 관측하기 위한 기술사양을 분석하였다. 이를 바탕으로 관측폭 조정과 탑재체 관측 운용 형태에 따른 위성 모의 운용실험을 수행하였다. 본 연구 내용은 향후 농림업 위성이 개발에 앞서 기술적 참고 자료로 활용될 수 있을 것으로 기대된다.

• 전자공학회논문지C
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• 제36C권2호
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• pp.37-45
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• 1999

CORBA IDL과 RMI는 대표적인 분산 객체 모델로서 분산 처리를 위한 서로 다른 접근 방식을 제공한다. CORBA 규약은 모든 프로그래밍 환경을 지원하는 범용성을 목표로 하고 있으나 또 다른 분산 프로그래밍 환경인 RMI과는 상호 호환성이 결여되어 있다. 본 논문에서는 상호 호환성이 결여된 두 분산 환경하에서 생성된 객체 사이의 상호 연동성(interoperability)을 지원하기 위한 한 방편으로서 객체 번역 시스템을 구현하였다. 제안된 시스템은 분산 객체의 중요한 특성인 바인딩, 상속성, 다형성, 객체의 전달, 콜백을 고려하여 설계되었다. 시스템의 유용성을 검증하기 위하여 하나의 분산 응용 프로그램을 제안하였고 이를 RMI 환경하에서 개발한 뒤 CORBA 버전으로 번역을 시도하였다. 또한, 시스템에 의해 자동 생성된 프로그램과 CORBA IDL의 지원에 의해 구현된 프로그램과의 성능을 상속성, 객체의 전달, 다형성 중심으로 비교 및 분석하였다. 실험 결과, 제안된 번역 시스템에 의한 프로그램이 분산 환경의 지원을 받아 직접 구현된 프로그램과 대등한 성능을 발휘함을 확인 하였다.

• International Journal of Naval Architecture and Ocean Engineering
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• 제3권1호
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• pp.72-79
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• 2011

Typical results obtained by a newly developed, nonlinear time domain hybrid method for simulating large amplitude motions of ships advancing with constant forward speed in waves are presented. The method is hybrid in the way of combining a time-domain transient Green function method and a Rankine source method. The present approach employs a simple double integration algorithm with respect to time to simulate the free-surface boundary condition. During the simulation, the diffraction and radiation forces are computed by pressure integration over the mean wetted surface, whereas the incident wave and hydrostatic restoring forces/moments are calculated on the instantaneously wetted surface of the hull. Typical numerical results of application of the method to the seakeeping performance of a standard containership, namely the ITTC S175, are herein presented. Comparisons have been made between the results from the present method, the frequency domain 3D panel method (NEWDRIFT) of NTUA-SDL and available experimental data and good agreement has been observed for all studied cases between the results of the present method and comparable other data.

• Computers and Concrete
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• 제21권6호
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• pp.637-647
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• 2018

Numerical approach using finite element method has been used to evaluate the behaviour of reinforced concrete frame structure subjected to fire. The structure is previously designed in accordance with Eurocode standards for the design of structures for earthquake resistance, for the ductility class M. Thermal and structural response are obtained using a commercially available software ANSYS. Temperature-dependent nonlinear thermal and mechanical properties are adopted according to Eurocode standards, with the application of constitutive model for the triaxial behaviour of concrete with a smeared crack approach. Discrete modelling of concrete and reinforcement has enabled monitoring of the behaviour at a global, as well as at a local level, providing information on the level of damage occurring during fire. Critical regions in frame structures are identified and assessed, based on temperatures, displacements, variations of internal forces magnitudes and achieved plastic deformations of main reinforcement bars. Parametric analyses are conducted for different fire scenarios and different types of concrete aggregate to determine their effect on global deformations of frame structures. According to analyses results, the three-dimensional finite element model can be used to evaluate the insulation and mechanical resistance criteria of reinforced concrete frame structures subjected to nominal fire curves.