• Proceedings of the Korean Society of Disaster Information Conference
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• 2023.11a
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• pp.89-90
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• 2023

대단위 건축물 및 구조물 철거작업시 철거사업 참여 주체인 발주자, 감리자, 시공자 및 근로자등의 안전사고 예방을 위한 사전 위험성평가 및 안전대책 수립, 수립된 안전대책 이행에 대한 역할이 매우 중요하다. 건축물 및 구조물 철거작업 공법은 인력철거공법 및 장비철거공법, 발파철거공법으로 구분되며 발파철거공법 적용시 발생되는 소음 및 진동을 계측하여 환경규제 기준내로 준수해야 한다. 본 연구는 발파공업에 의한 철거작업시 국내·외 소음 규제치 비교를 통해 국내의 발파공법에 의한 소음 규제치를 합리적으로 조정하여 건축물 및 구조물의 철거작업시 발파공업의 채택이 활성화 되기를 기대한다.

• Composites Research
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• v.22 no.1
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• pp.32-38
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• 2009

Recently structural monitoring using fiber optic sensors became popular, but the fiber sensors are very difficult to apply to the real structure due to difficulty of handling. In this research, we developed the fiber sensor packages easy to attach or fasten to the structures like ordinary electric sensors. We apply the fiber sensors to the real tunnel structure for measuring the strains and shape changes. The applied fiber optics sensors show the behavior of tile tunnel structures. We summarize the data from tunnel for 2 year construction period and confirm the structural behavior of tunnel.

• Journal of KSNVE
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• v.3 no.4
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• pp.293-299
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• 1993

최근 토목, 건축재료 및 시공기술의 발전과 더불어 컴퓨터를 이용한 해석 기법의 개발, 경제규모의 확대, 주변환경과의 조화 및 미적감가의 끊임없는 추구는 구조물의 장대화, 연성화, 다양화는 물론 구조감쇠율의 감소 등을 가져옴으로서 바람에 의한 동적 거동의 영향이 증대되어 이에 대한 검토의 중요성이 크게 부각되기 시작하였다. 특히, 최근들어 활발히 계획, 공사중인 여러 현수교, 사장교 구조물 중 시공단계로서의 독립 tower, 발전소의 장대 굴뚝, 고층건물, 전망 tower, 공항 관제 탑 등이 좋은 예이다. 따라서 이들 구조물의 설계과정에서 제안된 여러형태의 진동 제어 방법중 수동 감쇠장치에 대하여 소개하기로 한다. 감쇠장치는 직접 외부에 부착 하는 강제 감쇠장치와 소량의 질량, 스프링과 감쇠장치들을 조합하여 부착하는 수동 감쇠장치가 있다. 수동감쇠장치는 소규모로서 유지보수가 거의 필요 없으며 외관의 변화가 거의 없고 저렴하다는 장점이 있다. 여러종류의 수동감쇠장치, 즉 TMD, IMD 그리고 TSD에 대한 개략적인 이론과 그 사용예에 대하여 설명하였다. 실험적 검증 및 실측결과 각 장치가 바람에 의해 야기되는 진동현상을 억제하는데 매우 유효한 것으로 판정되었고 또한 크기가 소규모일 뿐 아니라 유지보수가 거의 없으며 비용도 저렴하여 국내 건설 또는 건설예정인 유사구조물에도 많은 적용이 예상된다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.25 no.6
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• pp.154-160
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• 2021

Recently, there have been increasing construction works carried out in urban centers, which are inducing frequent artificial vibration in the vicinity of existing structures due to such construction works. moreover, in case of industrial estates, vibration is induced due to operation of machines in the surrounding areas, thereby causing problems. meanwhile, in case of ordinary concrete that compose structure has low level of damping capability for vibration. accordingly, there are difficulties in blocking a wide range of vibrations delivered to the structures from outside including not only vibrations generated in the structures themselves but also ground vibration. recently, numerous studies are being carried out actively on high-damping system that markedly enhanced the damping performances of structures by utilizing polymer concrete in order to block the vibrations delivered to the structures through ground. therefore, this study compared the performances of polymer concrete with those of ordinary concrete, polyurethane pad and foamed rubber pad in order to review its performances in reducing ground vibration. for this purpose, review of FRF and vibration acceleration as dynamic characteristics was made. after comparative verification on the dynamic characteristics is made when polymer concrete and other aforementioned materials are applied to underground structures, the possibility of application of polymer concrete to structures is reviewed.

• Journal of the Korea institute for structural maintenance and inspection
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• v.21 no.1
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• pp.100-108
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• 2017

Because of urbanization, Industrialization and expansion of transportation network, blasting works are recently increasing in construction field. The blasting work influences environmental effects to residents and the safety of facilities around the working place, so the development of blasting technology is needed to reduce the damage to residents. The blasting mechanism in the hole was studied and tested in the blasting sites by the difference of diameter between explosives and drilling hole, which is named by the decoupling effect. This effect was tested by changing the medium between explosives and hole wall in three working sites(railway, highway and industrial complex). The vibration velocity of blasting was recorded and vibration equations were produced by regression analyses. Finally, the structure separation distance was derived using these equations. The testing results show that the specific gravity of medium is larger, the separation distance is smaller and the duration time of blasting is shorter in case of large specific gravity of medium, so the vibration effect stops more fastly in the water compared with the air.

• Land and Housing Review
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• v.2 no.2
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• pp.195-204
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• 2011

During mechanical demolition of RC structures, weights of dismantling equipment and demolition waste of building are applied to unexpected load which did not be considered during the design of structural member. Nevertheless, the loading of dismantling equipment and dismantling process are mainly dependent on field managers' field workers' or experiences without considering safety of structural member by a structural engineer. It is urgently required that reflecting actual circumstance of mechanical demolition, safety evaluation method to evaluate the safety and the guideline for appropriate capacity of structural member to support dismantling equipment weight, be provided. Through site investigation and questionnaire on field workers, this paper proposed demolition waste load, load factor, strength reduction factor, and so on. These are essential to safe evaluation of a building, ready to demolition. Considering actual circumstance of mechanical demolition, safety evaluation method of building and design method of slab and beam was suggested to a dilapidated building. An capability to loading of dismantling equipment was proposed, applied to RC slab and RC beam. Therefore, the suggested safety evaluation method and the guideline for an capability to loading of dismantling equipment weight can reasonably evaluate the capacity of structural member in demolition and use effectively as increasing efficiency and improving safety of demolition through proper management of dismantling equipments.

• Korean Journal of Construction Engineering and Management
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• v.9 no.5
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• pp.186-193
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• 2008

The SPS, Strut as a Permanent System, method is widely adopted for the main structural member in addition to temporary strut function for the shuttering of excavation work. Although the SPS method has contributed to cost saving, time reduction, enhancement of structural stability, improvement of construction environment and so on at the building construction site, it caused the problems of increase of basement height and additional work for fire protection of steel structure. The increase of basement height caused the increase of shuttering depth and excavation, and the fire protection caused the additional cost as well as the deterioration of construction environment. In order to improve the problems, this paper is to propose a modularized hybrid structural system(HSD). The detail of the system is introduced and the structural performance and constructibility are proved through the experiment and site application.

• Magazine of the Korea Concrete Institute
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• v.7 no.4
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• pp.26-34
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• 1995

• Magazine of korean Tunnelling and Underground Space Association
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• v.1 no.2
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• pp.39-49
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• 1999

• The Journal of the Convergence on Culture Technology
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• v.10 no.1
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• pp.565-570
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• 2024

Recently, due to adjacent excavation work such as new buildings and common tunnel expansion concentrated around the urban railway, deformation of the underground box and tunnel structure of the urban railway built underground has occurred, and as a result, repair and reinforcement work is frequently carried. In addition, the subway is responsible for large-scale transportation, so ensuring the safety and drivability of underground structures is very important. Accordingly, an automated measurement system is being introduced to manage the safety of underground box structures. However, there is no analysis of structural damage vulnerabilities caused by subsidence or uplift of underground box structures. In this study, we aim to analyze damage vulnerabilities for safety monitoring of underground box structures. In addition, we intend to analyze major core monitoring locations by modeling underground box structures through numerical analysis. Therefore, we would like to suggest sensor installation locations and damage vulnerable areas for safety monitoring of underground box structures in the future.