• Journal of the Korea institute for structural maintenance and inspection
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• v.9 no.2
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• pp.113-120
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• 2005

The purpose of this study is to suggest a method of concrete safety inspection management system for safety inspection. this research investigates the process of building safety inspection with IDEF0(Integration DEFinition) process modeling method, focusing on concrete durability inspection, and then suggests a data management system, which allows user communications between site and related unit with RDBMS(Relational Database Management System). The suggested system is expected to provide more efficient data sharing tools and consequently improve safety inspection's quality.

• 월간 기계설비
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• no.11 s.196
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• pp.27-35
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• 2006

하자발생은 막대한 보수비용과 함께 업체의 이미지와 신뢰성을 실추시키는 한 요인이 되고 있다. 따라서 설비건설업계는 가급적이면 하자발생률을 최대한 낮추기 위해 노력하고 있다. 건축물에서는 특히 공동주택, 주상복합건물에서 하자발생 빈도가 가장 많다. 설비건설업계 A업체의 경우 고급아파트 주거시설의 하자비가 전체의 78%정도를 차지하고 있는 것으로 조사되었다. 이 업체의 경우 지난 3년간 평균 매출액 대비 0.58%의 하자가 발생되어 경영에 어려움을 가중시킨 것으로 나타났다. 따라서 하자가 발생되면 업체 경영에 어려움은 물론 이미지 손상이라는 큰 타격을 주기 때문에 업체들의 하자발생을 방지하기 위한 노력이 절실하다. 월간 '설비건설'은 설비건설업계 하자 중 제일 많이 발생하는 공동주택 하자발생 현황을 조사하여 기획특집으로 마련함으로써 향후 하자발생 예방에 대한 지표를 제시코자 한다. 이번 호에는 설비건설업체들의 하자발생 현황을 게재하고, 다음 호에는 전 건설업 중 설비건설 분야의 하자발생 현황 등을 게재할 계획이다. 업체로서는 하자발생을 내놓기 꺼려하는 부분이기 때문에 본지는 업체명을 게재하지 않았다. 자료를 선뜻 내놓기 쉽지 않았음에도 불구하고 기꺼이 자료제공을 하여 주신 업체들에게 감사의 뜻을 전한다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.12 no.3
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• pp.71-83
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• 2008

In this paper, the basic principle, the application and the limitation of Infrared thermography technique to detect defects in different kinds of concrete structures are reviewed. Considered are voids beneath the concrete surface with experiments, delamination between concrete surface and fiber reinforced polymer sheet, the deterioration of steel bars in reinforced concrete, surface defects in historical buildings, pavements, bridges, and railway track graves. As a result, we conclude that infrared thermography methods are useful for fast detecting defects; however, they are influenced by environmental factors, specially temperature. Therefore it is recommended to use the infrared thermography technique with other NDT equipments to expect better result.

• Information and Communications Magazine
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• v.31 no.8
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• pp.45-53
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• 2014

센싱 (Sensing), 엑츄에이팅 (Actuating), 제어 (Control) 및 네트워킹 (Networking) 기술의 급격한 발달로 기계, 전자장비, 사회 기반시설, 에너지 공급 및 소비시설, 의료기기, 자동차 등과 같은 물리 세계를 구성하는 다양한 개체들간의 긴밀한 융합이 가능하게 되었다. 다양한 센서를 통하여 물리 개체들로부터 필요한 정보를 수집, 분석하고 가공된 정보를 다양한 컨트롤러, 엑츄에어터 등과 공유함으로써 기존의 개별 전자기기를 위한 센싱 엑츄에이팅 기반 임베디드 시스템과는 근본적으로 차별화되는 복잡한 시스템 위의 시스템 (Systems of Systems) 기술이 제안되어 개발되고 있다. 이렇게 사이버 세계 정보처리 기능과 물리 세계가 서로 긴밀하게 응답하고, 협력하는 인지형 컨트롤 시스템을 사이버물리시스템 (Cyber-Physical Systems, CPS)이라 부른다. 사이버 물리시스템은 대부분의 정보처리, 제어 컴퓨팅 분야에 적용되어 효율성, 안전성, 보안성 향상에 획기적인 기여를 할 것으로 기대된다. 특히, 지능화된 사이버 정보수집 및 최적 제어 기술을 기반으로 도시의 지능형 교통 제어, 건물그룹의 에너지 소비분석과 최적제어, 스마트 스페이스 서비스 등 다양한 분야에 적용되어 스마트 시티 (Smart City)라는 새로운 지능형 통합 시스템을 구현하고 현실화 하는데 핵심 기능을 담당할 것으로 기대된다. 본고에서는 사이버물리시스템의 전반적인 소개와 함께, 스마트 시티를 현실화하는데 사용될 핵심 기술 분야를 소개하고, 스마트 시티 시스템에서 사이버물리시스템이 어떤 역할을 하는지에 대해, 핵심기술들이 적용되는 도시 내 대상 공간의 규모별로 구분하여 기술한다.

• Journal of Korean Society of Steel Construction
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• v.24 no.4
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• pp.371-382
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• 2012

Existing shear wall system may cause ductility fallen to the structure which it is on because relatively weak concrete core would easy to be damaged. In this study, steel hysteresis dampers whose stiffness is higher than existing coupling beam and whose strength is easy to change depending on design load was used in coupling beam. The steel hysteresis damper was proposed for the shape connected in double in series, from this, several static test were conducted to verify structural performance of the damper. FEM analysis was also performed, then design equation were suggested.

• Journal of the Earthquake Engineering Society of Korea
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• v.16 no.1
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• pp.47-59
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• 2012

The seismic performance of masonry-infilled frame structures, typical in school buildings, is evaluated through equivalent strut models. A bare frame model, concentric strut models and eccentric strut models with various material characteristics available in the literature are analyzed. Displacements and damage states at the performance points obtained by the capacity spectrum method show great differences among the models. Infill walls act positively in concentric strut models and negatively in eccentric strut models at the performance points for a given seismic demand. In addition, the behavior at the ultimate displacements shows considerably different strengths, inter-story drifts, and numbers and locations of damaged members among various modeling methods and material strengths.

• Journal of the Earthquake Engineering Society of Korea
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• v.23 no.1
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• pp.9-18
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• 2019

In 2017 Pohang Earthquake, a number of residential buildings with pilotis at their first level were severely damaged. In this study, the results of an analytical investigation on the seismic performance and structural damage of two bearing wall buildings with pilotis are presented. The vibration mode and lateral force-resisting mechanism of the buildings with vertical and plan irregularity were investigated through elastic analysis. Then, based on the investigations, methods of nonlinear modeling for walls and columns at the piloti level were proposed. By performing nonlinear static and dynamic analyses, structural damages of the walls and columns at the piloti level under 2017 Pohang Earthquake were predicted. The results show that the area and arrangement of walls in the piloti level significantly affected the seismic safety of the buildings. Initially, the lateral resistance of the piloti story was dominated mainly by the walls resisting in-plane shear. After shear cracking and yielding of the walls, the columns showing double-curvature flexural behavior contributed significantly to the residual strength and ductility.

• Journal of Conservation Science
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• v.12 no.1 s.15
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• pp.15-25
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• 2003

It is well known that the salt in stoneworks impact on damage of stone by various methods. Various kind of salt is detected in high content in the black surface layer of stone monuments and it is required about origin and roles of salts on blackening to considerate. In this study have been investigated the characteristics of salt in the black crust of sandstone and limestone which used in historical monuments in Berlin, Germany. Salt was analyzed for cation by Atomic Absorption and Atomic Emission Spectroscopy and for anion by ion Chromatograph. The representative ions are $Ca^{2+}\;and\;SO_4^{-2}$ in all samples and the most obvious combinations was proved in calcium sulfate by statistical methods. Because gypsum was detected by X-ray diffraction analyses in the black crusts, this calcium sulfate was confirmed by 2 hydrate type. The probable origin of Ca is air particle in atmosphere around sandstone and calcite in mother rock in limestone, and that of S is polluted air and mortar which used as conservation works.

• Journal of the Earthquake Engineering Society of Korea
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• v.15 no.3
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• pp.37-43
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• 2011

Reliability of piping systems is essential to the safety of any important industrial facilities. During an earthquake, damage to the piping system can occur. It can also cause considerable economic losses and the loss of life following earthquakes. Traditionally, the study of the secondary system was less important than primary structure system, however it has recently been emerging as a key issue for the effective maintenance of the structural system and to help reduce nonstructural earthquake damage. The primary objectives of this study are to evaluate seismic design requirements and the seismic performance of gas and fire protection piping systems installed in reinforced concrete (RC) buildings. In order to characterize the seismic behavior of the existing piping system in an official building, 10 simulated earthquakes and 9 recorded real earthquakes were applied to ground level and the building system by the newmark average acceleration time history method. The results developed by this research can be used for the improvement of new seismic code/regulatory guidelines of secondary systems as well as the improvement of seismic retrofitting or the strengthening of the current piping system.

• Journal of the Korea Concrete Institute
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• v.28 no.6
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• pp.673-683
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• 2016

In recent years, frequent terror or military attack by explosion, impact, fire accidents have occurred. Particularly, World Trade Center collapse and US Department of Defense Pentagon attack on Sept. 11 of 2001. Also, nuclear power plant incident on Mar. 11 of 2011. These attacks and incidents were raised public concerns and anxiety of potential terrorist attacks on major infrastructures and structures. Therefore, the extreme loading researches were performed of prestressed concrete (PSC) member, which widely used for nuclear containment vessel and gas tank. In this paper, to evaluate the blast resistance capacity and its protective performance of bi-directional unbonded prestressed concrete member, blast tests were carried out on $1,400{\times}1,000{\times}300mm$ for reinforced concrete (RC), prestressed concrete without rebar (PSC), prestressed concrete with rebar (PSRC) specimens. The applied blast load was generated by the detonation of 55 lbs ANFO explosive charge at 1.0 m standoff distance. The data acquisitions not only included blast waves of incident pressure, reflected pressure, and impulse, but also included displacement, acceleration, and strains at steel, concrete, PS tendon. The results can be used as basic research references for related research areas, which include protective design and blast simulation under blast loading.