• 대한공간정보학회지
• /
• 제15권3호
• /
• pp.59-67
• /
• 2007

본 논문에서는 도시지역 내 건축물의 지진 안전도를 평가하기 위하여 건축 구조학적인 자료조사와 실험결과를 데이터베이스화하고 여기에 GIS를 연계하여 지진의 위험도를 체계적으로 관리하고 분석할 수 있는 지진재해관리용 정보체계구축의 가능성을 제시하였다. 내진성능 평가를 위하여 건축물 대장과 건축도면, 수치지형도 등을 활용하여 건물의 구조, 주요 구조부재 등 지진내진평가 항목별로 자료를 수집 정리한 후 현장조사를 통해 자료를 보완하였으며, 내진 성능평가를 실시하고 종합평가지수를 산정한 후 지진 위험도를 평가함으로서 지진재해를 효과적으로 대처하고 관리할 수 있는 GIS 기반 정보체계를 구축하였다. 향 후 건물별 지진 위험도를 평가하는 절차와 방법을 모듈화 할 경우 보다 신속하고 정확한 지진재해정보관리체계를 구축할 수 있을 것으로 판단된다.

• Structural Engineering and Mechanics
• /
• 제49권5호
• /
• pp.631-644
• /
• 2014

Seismic assessment and retrofitting of existing structure is a complicated work that typically requires more sophisticated analyses than performing a new design. Before the implementation of a Code for seismic design of buildings (GBJ 11-89), not enough attention has been paid on seismic performance of structures and a great part of the existing reinforced concrete structures built in China have been poorly designed according to the new version of the same code (GB 50011-2010). This paper presents a case study of seismic assessment of a non-seismically designed reinforced concrete building in China. The structural responses are evaluated using the nonlinear static procedure (the so-called pushover analysis), which requires its introduction within a process that allows the estimation of the demand, against which the capacity is then compared with. The capacity of all structural members can be determined following the design code. Based on the structural performance, suitable retrofitting strategies are selected and implemented to the existing system. The retrofitted structure is analyzed again to check the effectiveness of the rehabilitation. Different types of retrofitting strategy are discussed and classified according to their complexity and benefits. Finally, a proper intervention methodology is utilized to upgrade this typical low-rise non-ductile building.

• 한국안전학회지
• /
• 제31권2호
• /
• pp.83-89
• /
• 2016

As the world's industrial development quickens, the highways and regional expressways have been expanding to serve the logistics and transportation needs of people. The burgeoning road construction has led to a growing interest in roadside installations. These must have reliable performance over long periods, reduced maintenance and high durability. Steel roadside barriers are prone to corrosion and other compromises to their functionality. Therefore, using high anti-corrosion steel material is now seen as a viable solution to this problem. Thus, the objective of this paper is to expand the scope of applications for high anti-corrosion steel material for roadside barriers. This paper assesses the impact safety such as structural performance, occupant protection performance and post-impact vehicular response performance by a simulation review on roadside barriers built with high strength anti-corrosion steel materials named as hot-dip zinc-aluminium-magnesium alloy-coated steel. The simulation test results for the roadside barriers built with high strength anti-corrosion steels with reduced sectional thickness meet the safety evaluation criteria, hence the proposed roadside barrier made by high strength and high anti-corrosion hot-dip zinc-aluminium-magnesium alloy-coated steel will be a good solution to serve safe impact performance as well as save maintenance cost.

• 한국지진공학회논문집
• /
• 제22권5호
• /
• pp.271-280
• /
• 2018

This paper presents a framework for developing aftershock fragility curves for reinforced concrete bridges initially damaged by mainshocks. The presented aftershock fragility is a damage-dependent fragility function, which is conditioned on an initial damage state resulting from mainshocks. The presented framework can capture the cumulative damage of as-built bridges due to mainshock-aftershock sequences as well as the reduced vulnerability of bridges repaired with CFRP pier jackets. To achieve this goal, the numerical model of column jackets is firstly presented and then validated using existing experimental data available in literature. A four-span concrete box-girder bridge is selected as a case study to examine the application of the presented framework. The aftershock fragility curves are derived using response data from back-to-back nonlinear dynamic analyses under mainshock-aftershock sequences. The aftershock fragility curves for as-built bridge columns are firstly compared with different levels of initial damage state, and then the post-repair effect of FRP pier jacket is examined through the comparison of aftershock fragility curves for as-built and repaired piers.

• 한국구조물진단유지관리공학회 논문집
• /
• 제15권5호
• /
• pp.150-159
• /
• 2011

수십 년 경과한 노후화된 터널에 대한 효율적인 유지관리를 통한 안정성 확보와 공용수명을 연장시켜야 할 필요성이 대두되고 있는 실정이다. 재래식 터널은 주변 지반의 물리적 특성, 터널의 기하학적 특성, 지하수위 및 환경, 라이닝의 산화와 구성재료의 변상에 따라 터널의 안정성 및 사용성이 저하될 수 있다. 장기적인 측면에서 터널 구조물의 사용성을 증대시키고 효과적인 유지관리 방안을 마련하기 위해서는 각종 성능저하 현상, 손상정도 및 내구성을 장기적으로 점검해야 한다. 따라서 본 논문은 공용 중인 재래식 터널(American Steel Support Method, ASSM)의 안정성을 분석하기 위한 연구 내용으로서 1930년대와 1960년대의 시공된 터널을 각각 3개씩 선정하였고, 연구의 신롸성을 확보하기 위하여 충청지역, 경북지역, 강원지역, 전라지역 등 다양하게 하였다. 분석내용은 공용중인 재래식 터널의 라이닝의 보수 보강, 균열조사, 라이닝 두께 및 라이닝 강도 등을 조사 연구하여 비교 분석 하였고, 균열조사는 균열게이지, 공동현상은 GPR, 강도는 슈미트해머를 이용하여 재래식 터널의 비교 분석을 실시하였다. 분석결과 1930년대 터널은 균열발생이 더 많이 발생하였고, 라이닝강도도 높게 평가되었다. 라이닝두께는 1960년대가 더 두꺼운 것으로 확인되었으며, 비례적으로 공동현상도 1930년대보다 더 많이 발생한 것으로 분석되었다.

• 해양환경안전학회지
• /
• 제6권1호
• /
• pp.11-22
• /
• 2000

The paper describes creation methods of background scenes to implement realistic virtual environments in the VRSS (Virtual Reality Ship Simulator). VRSS is next-generation system constructed with virtual tools in a virtual space. Thus, it could have many benefits compared to conventional ship simulators composed with heavy bridge mock-up system and wide visual presentations. In this work, we developed effective 3D object modeling techniques, and constructed virtual harbor scene by using 3D-Webmaster authoring tool. The virtual harbor was built with object-oriented 3D objects modeled to interact with user's action. With the immersion-type VR system, we created virtual harbor environments in a virtual space, and discussed on the naturalness of the scene with test results of SDMPA (Semantic Differential Method for Psychophysical Assessment) by 10 subjects. As the results of subject assessment, all of the participants could felt natural-like harbor. Therefore, we found that the proposed creation methods and procedures of background scene are enabling to fit to the full mission VRSS construction.

• Computers and Concrete
• /
• 제7권4호
• /
• pp.285-301
• /
• 2010

In this work we first review the statistical data on large fires in urban areas, presenting a detailed list of causes of fires, the type of damage to concrete and reinforced concrete structures. We also present the modern experimental approach for studying the fire-resistance of different structural components, along with the role of numerical modeling to provide more detailed information on quantifying the temperature and heat flux fields. In the last part of this work we provide the refined models for assessment of fire-induced damage in structures built of concrete and/or reinforced-concrete. We show that the refined models of this kind are needed to provide a more thorough explanation of damage and to complete the damage assessment and post-fire evaluations.

• 환경영향평가
• /
• 제22권3호
• /
• pp.231-240
• /
• 2013

The Purpose of this research was to propose positioning strategies of urban park (UP) based on the assessment of location characteristics at cheongju city. To do that, this research found out urban park service area (UPSA) using GIS network analysis and built socio-economic attribute database, UP map, and other public service thematic maps such as public transportation, education, child-care, and convenience services. And this research analyzed spatial and attribute data using Pearson's correlation analysis, multiple linear regression, and binary logistic regression methods. As a result of this analysis, 1) the nearer neighborhood park and children's park, the higher land price and assumption income level (AIL). 2) children's parks were closed to living convenience facilities such as bank, hospital, and convenience store. 3) land price, AIL, population, and other public services level (PSL) in UPSA were higher than that of non-UPSA. 4) The higher land price, AIL, population, and other PSL, the higher urban park service level. The results of this research may contribute to resolve the regional UP unbalance and to improve UP service level as public service.

• Journal of the Korean Data and Information Science Society
• /
• 제17권2호
• /
• pp.387-394
• /
• 2006

In Korea, a proton linear accelerator complex is being built as a part of the 21st Century Frontier Projects. Contingent valuation method (CVM) is a main evaluation method of nonmarket goods for which markets either do not exist at all or do exist only incompletely. This study shows the method can be applied to the benefit assessment of the proton accelerator complex. Using the discrete choice CVM method, this study estimates the willingness-to-pay (WTP) of a would-be user for the proton accelerator complex as 20,133 won per month.

• 환경영향평가
• /
• 제2권2호
• /
• pp.27-32
• /
• 1993

The German society for promotion of EIA was founded in 1987 with the aim to support the introduction of EIA in Germany. The society with its center in Hamm where there is a plenty collection of literature, studies and further scientific sources does an enormous work in EIA-consulting all over the country. This work practically is done without any governmental support, only by private activities. The EIA society is structured within 9 regional as well as 19 specialized working groups and consisits of about 1,000 members. The unification of Germany in 1989/90 also influenced the development in this field, of course. While in the former Western part of Germany the already existing environmental administrations were able to react on the EIA-law of 1990 with their long time experiences, in the Eastern part the corresponding structures must be built up newly from the beginning. Since 1990 a great number of interested people also from Eastern Germany became numbers of the EIA-Society. By them an additional pool of knowledge and activity was brought into the society. This also applies for methods and means of EIA which were developed in the East during the time ago independently.