• 한국항만경제학회지
• /
• 제29권3호
• /
• pp.135-158
• /
• 2013

평택당진항은 매립지 관할권, 국제여객터미널 건립, 연육교 건설 등 주요 사안에서 해양수산부, 경기도, 충청남도, 평택시, 당진시, 아산시 등의 의견이 갈려 갈등이 일어나고, 심각한 경우에는 법적 분쟁으로까지 이어지고 있다. 이와 같은 갈등의 원인을 거버넌스 차원에서 해석하면 2가지 문제점이 지적될 수 있다. 첫째, 현행 평택당진항의 거버넌스 구조는 참여주체 간, 이해관계자 간 충돌 및 분쟁 가능성이 높은 구조로 되어 있다. 둘째, 현행 평택 당진항의 거버넌스 구조는 평택당진항의 미래 발전을 책임지고 이끌어갈 수 있는 주도기관의 부재가 중요한 문제점으로 거론된다. 이에 따라 충돌가능성을 저하하고, 주도기관이 존재하는 거버넌스를 설립하는 것이 무엇보다 중요하다. 충돌가능성을 저하하는 방안으로는 갈등조정기구의 설치, 항만개발 및 운영에 관한 사실관계 및 관련 법규의 명확화, 이해관계자 간 교류의 활성화 등이 제시되었다. 주도기관을 설립하기 위한 거버넌스 도입 방안은 단일 거버넌스의 도입, 평택당진항 항만공사(PA)의 신설, 중앙-지방 연합형 거버넌스의 도입, PA에 대한 실질적인 권한의 전면 부여 등이 검토되었다.

• 대한예방의학회:학술대회논문집
• /
• 대한예방의학회 1994년도 교수 연수회(역학)
• /
• pp.206-233
• /
• 1994

The Medical Research Council has for some years encouraged collaborative clinical trials in leukaemia and other cancers, reporting the results in the medical literature. One unreported result which deserves such publication is the development of the expertise to design and analyse such trials. This report was prepared by a group of British and American statisticians, but it is intended for people without any statistical expertise. Part!, which appears in this issue, discusses the design of such trials; Part II, which will appear separately in the January 1977 issue of the Journal, gives full instructions for the statistical analysis of such trials by means of life tables and the logrank test, including a worked example, and discusses the interpretation of trial results, including brief reports of particular trials. Both parts of this report are relevant to all clinical trials which study time to death, and would be equally relevant to clinical trials which study time to other particular classes of untoward event: first stroke, perhaps, or first relapse, metastasis, disease recurrence, thrombosis, transplant rejection, or death from a particular cause. Part I, in this issue, collects together ideas that have mostly already appeared in the medical literature, but Part II, next month, is the first simple account yet published for non-statistical physicians of how to analyse efficiently data from clinical trials of survival duration. Such trials include the majority of all clinical trials of cancer therapy; in cancer trials, however, it may be preferable to use these statistical methods to study time to local recurrence of tumour, or to study time to detectable metastatic spread, in addition to studying total survival. Solid tumours can be staged at diagnosis; if this, or any other available information in some other disease is an important determinant of outcome, it can be used to make the overall logrank test for the whole heterogeneous trial population more sensitive, and more intuitively satisfactory, for it will then only be necessary to compare like with like, and not, by chance, Stage I with Stage III.

• 국제초고층학회논문집
• /
• 제10권4호
• /
• pp.265-283
• /
• 2021

To ensure that fire induced collapse of a building is prevented it is important to understand the sequence of events that can lead to this event. In this paper, the initiation of collapse mechanisms of generic a multi-storey steel frame subjected to vertical and horizontal travelling fires are analysed computationally by tracking the formation of plastic hinges in the frame and generation of fire induced loads. Both uniform and travelling fires are considered. In total 58 different cases are analysed using finite element software LS-DYNA. For the frame examined with a simple and generic structural arrangement and higher applied fire protection to the columns, the results indicate that collapse mechanisms for singe floor and multiple floor fires can be each split into two main groups. For single floor fires (taking place in the upper floors of the frame (Group S1)), collapse is initiated by the pull-in of external columns when heated beams in end bays go into catenary action. For single floor fires occurring on the lower floors(Group S2), failure is initiated (i.e. ultimate strain of the material is exceeded) after the local beam collapse. Failure in both groups for single floor fires is governed by the generation of high loads due to restrained thermal expansion and the loss of material strength. For multiple floor fires with a low number of fire floors (1 to 3) - Group M1, failure is dominated by the loss of material strength and collapse is mainly initiated by the pull-in of external columns. For the cases with a larger number of fire floors (5 to 10) - Group M2, failure is dominated by thermal expansion and collapse is mainly initiated by swaying of the frame to the side of fire origin. The results show that for the investigated frame initiation of collapse mechanisms are affected by the fire type, the number of fire floors, and the location of the fire floor. The findings of this study could be of use to designers of buildings when developing fire protection strategies for steel framed buildings where the potential for a multifloor fire exists.

• 한국사회정책
• /
• 제25권2호
• /
• pp.403-428
• /
• 2018

우리나라에서 통합적인 공공 복지전달체계 구축을 위한 시도는 통합사례관리까지 지속적으로 이루어지고 있고, 특히 최근 '커뮤니티 케어'와 관련해 중요성을 더해가고 있다. 하지만 대부분 부분적인 조직개편에 그치거나 민간자원의 동원에 그치고 있는 것이 현실이다. 이에 본 연구에서는 사회서비스 정책 발전에 있어서 통합적 개혁의 경험을 가지고 있는 영국의 보건의료와 사회서비스의 통합적 접근 사례, 우리나라 통합사례관리와 유사한 문제경험가족 프로그램 사례를 각각 런던 자치구와 지방의회를 방문하여 조사하였다. 그 결과 통합적 전달체계를 실현하기 위해서는 인력, 조직, 재정 등 제도적 장벽의 종합적인 해소가 시급하고, 관련된 전문 집단과 기관간의 분명한 목표 공유와 파트너십 구축이 필요하며, 사례에 대한 정보 공유 체계와 기술적 지원이 뒷받침되어야 함을 발견할 수 있었다.

• 국제초고층학회논문집
• /
• 제7권4호
• /
• pp.375-387
• /
• 2018

This paper presents a review on progressive collapse mechanism of steel framed buildings exposed to fire. The influence of load ratios, strength of structural members (beam, column, slab, connection), fire scenarios, bracing systems, fire protections on the collapse mode and collapse time of structures is comprehensively reviewed. It is found that the key influencing factors include load ratio, fire scenario, bracing layout and fire protection. The application of strong beams, high load ratios, multi-compartment fires will lead to global downward collapse which is undesirable. The catenary action in beams and tensile membrane action in slabs contribute to the enhancement of structural collapse resistance, leading to a ductile collapse mechanism. It is recommended to increase the reinforcement ratio in the sagging and hogging region of slabs to not only enhance the tensile membrane action in the slab, but to prevent the failure of beam-to-column connections. It is also found that a frame may collapse in the cooling phase of compartment fires or under travelling fires. This is because that the steel members may experience maximum temperatures and maximum displacements under these two fire scenarios. An edge bay fire is more prone to induce the collapse of structures than a central bay fire. The progressive collapse of buildings can be effectively prevented by using bracing systems and fire protections. A combination of horizontal and vertical bracing systems as well as increasing the strength and stiffness of bracing members is recommended to enhance the collapse resistance. A protected frame dose not collapse immediately after the local failure but experiences a relatively long withstanding period of at least 60 mins. It is suggested to use three-dimensional models for accurate predictions of whether, when and how a structure collapses under various fire scenarios.

• 국제초고층학회논문집
• /
• 제8권2호
• /
• pp.101-106
• /
• 2019

Assessing the energy performance of supertall buildings often does not consider variations in energy consumption due to the change of environmental conditions such as temperature, pressure, and wind speed associated with differing elevations. Some modelers account for these changing conditions by using a conventional temperature lapse rate, but not many studies confirm to the appropriateness of applying it to tall buildings. This paper presents and discusses simulated annual energy consumption results from a 600 m tall skyscraper floor plate located in Dubai, UAE, assessed using ground level weather data, a conventional temperature lapse rate of $6.5^{\circ}C/km$, and more accurate simulated 600 m weather data. A typical office floorplate, with ASHRAE 90.1-2010 standards and systems applied, was evaluated using the EnergyPlus engine through the OpenStudio graphical user interface. The results presented in this paper indicate that by using ground level weather data, energy consumption at the top of the building can be overestimated by upwards of 4%. Furthermore, by only using a lapse rate, heating energy is overestimated by up to 96% due to local weather phenomenon such as temperature inversion, which can only be conveyed using simulated weather data. In addition, sizing and energy consumption of fans, which are dependent both on wind and atmospheric pressure, are not accurately captured using a temperature lapse rate. These results show that that it is important, with the ever increasing construction of supertall buildings, to be able to account for variations in climatic conditions along the height of the building. Adequately modeling these conditions using simulated weather data will help designers and engineers correctly size mechanical systems, potentially decreasing overall building energy consumption, and ensuring that these systems are able to provide the necessary indoor conditions to maintain occupant comfort levels.

• 한국융합학회논문지
• /
• 제12권2호
• /
• pp.221-231
• /
• 2021

본 논문은 인구이동의 이론에 따라 혁신도시 이전기관 종사자 구성세대의 이동 요인을 추출하고 요인들의 상대적 영향을 설명하고자 하였다. 개인 및 가구변수와 거리와 인구의 중력모델, 네트워크변수, 지방재정·지역경제·교육·문화·주택 등 전입지와 전출지의 상대적 유용성판단의 지역변수를 선정하였다. 종속변수의 이산성과 데이터의 구조를 감안하여 다층로짓모형 구축하였고 최종모형은 확률절편모델을 선택하였다. 실증분석 결과 개인·가구변수에서는 남성보다 여성이, 30대 미만보다는 30-40대가, 대졸이하보다는 박사학위취득자가, 취업한 배우자보다는 미취업배우자의 이전종사자가 주민등록을 더하였다. 지역변수에서는 중력모델과 관련하여 기관까지 거리가 멀수록 주민등록을 더 한 반면, 이전 시기(t-1)의 일반 유입이 클수록 주민등록 이전을 덜 하였다. 지역간 상대적 유용성과 관련하여 전입지의 지역경제, 교육환경, 주거환경이 클수록 이전을 더하였고 지방재정의 경우는 반대였다.

• 국제초고층학회논문집
• /
• 제10권4호
• /
• pp.311-321
• /
• 2021

Perception of the public to structural fires is very important because there are only a number of tall timber buildings constructed in the world. People are hesitating to accept tall timber buildings, so it is essential to ensure the first generation of tall timber buildings to a very high standard, especially fire safety. Right now, there are no specific design standards or regulations for fire design of tall timber buildings in Europe. Even though heavy timber members have better fire resistance than steel components, many conditions still need to be verified before considering the use of timber materials, e.g. fire spread, post-fire collapse, etc. This research numerically explores the structural behaviours of a tall Glulam building when one of its internal Glulam (Glued laminated timber) columns fails after sustaining a full 120-min standard fire and is removed from the established finite element building model created in SAP2000. The numerical results demonstrate that the failure and removal of the selected internal Glulam column may lead to the local failure of the adjacent CLT (Cross laminated timber) floor slabs, but will not lead to large disproportionate damage and collapse of the whole building. Here, the building is assumed to be located in Glasgow, Scotland, UK.

• 공학기술논문지
• /
• 제5권1호
• /
• pp.11-18
• /
• 2012

Large scale earthquake was occurred in different parts of the world like Japan (in 1995), Republic of Pakistan (2005), in China (2008) etc and enormous structures were damaged. As a result of collapse of school buildings structures numerous students are died and it had a big impact on the international community. Therefore, the interest of preparing the seismic resistant school building structures in our country is increases as school building are used as emergency shelter for local residents. But the current standard of seismic design ratio of 3.7% is applied for school building in Korea which is only significant earthquake damage is expected. In order to overcome the current situation, seismic performance evaluation is carried out for the existing school building and an accurate and appropriate seismic retrofit is required based on performance evaluation to upgrade the existing school buildings. In this paper, nonlinear analysis on existing school buildings for ATC-40(Applied Technology Council, ATC) and FEMA-356(Federal Emergency Management Agency, FEMA) are carried out using the capacity spectrum method to evaluate seismic performance and to determine the need for retrofitting. In addition, after reinforcement to enhance the seismic performance is applied the seismic performance evaluation is carried out to verify the effectiveness of seismic retrofit.

• 산업융합연구
• /
• 제20권12호
• /
• pp.155-162
• /
• 2022

여성정책을 실질적으로 활성화시키기 위해서는 여성의 능력을 위한 프로그램을 개발하고 여성복지 증진의 거점이 되는 여성회관의 활성화가 무엇보다 필요하다. 이를 위하여 여성회관의 문제점을 고찰하고, 경기도 여성회관의 역사, 기능, 운영 측면을 분석하였다. 분석 결과를 살펴보면, 첫째, 경기도 여성회관은 현재의 기능을 활용하여 성평등 의식을 확산시키고, 여성의 사회활동과 복지증진을 위해서 패러다임 관점에서 기능통합과 네트워크 구성이 필요하다. 둘째, 통합적인 커뮤니티센터 역할을 경기도 여성회관이 주도하기 위해서는 시·군 네트워크 활성화를 모색하여야 한다. 셋째, 여성 거버넌스 구축을 위해서 내·외적 자원의 개발과 지원이 필요하며 코디네이터의 역할 수행을 경기도 여성회관이 담당해야 할 필요가 있다. 넷째, 경기도 여성회관은 경기도 여성회관협의회와 긴밀한 소통을 통하여 지역 간 불균형을 해소하도록 노력하여야 한다. 이러한 분석 결과를 토대로 경기도 여성회관이 나아가야 할 방안을 제언하였다.