• Tunnel and Underground Space
• /
• v.24 no.5
• /
• pp.354-365
• /
• 2014

The horizontal response spectra using the observed ground motions from 15 Fukuoka earthquake series, including main earthquake (2005/03/20; Mw=6.5), were analysed and then were compared to both the seismic design response spectra (Regulatory Guide 1.60), applied to the domestic nuclear power plants, and the Korean Standard Design Response Spectrum for general structures and buildings (1997). 178 horizontal ground motions, without considering soil types, were used for normalization with respect to the peak acceleration value of each ground motion. The results showed that response spectrum have strong dependency on epicentral distance. The results also showed that the horizontal response spectra revealed higher values for frequency bands at two frequency bands (about 8 - 10 and 16- 20 Hz) than Regulatory Guide 1.60. The results were also compared to the Korean Standard Building Design Spectrum for the 3 different soil types and showed that thehorizontal response spectra revealed higher values for almost all period bands than the Korean Standard Response Spectrum (500 yrs; Return Period; Seismic province 1; SE soil conditions). Through the qualitative improvements and quantitative enhancement of the observed ground motions, the diversity of the observed ground motions should be considered more significantly to improve the certainty of response spectrum.

• Fire Science and Engineering
• /
• v.24 no.1
• /
• pp.54-63
• /
• 2010

The buildings relevant to the law should be designed performance-based necessarily according to "Fire-Fighting System Installation Business Act" amended, January 1. 2009. Performance based design means that building design reflects structure, size, purpose, and building capacity to achieve the most effective design of fire-fighting system. Performance based design has meaning to buildings that it is insufficient to control fire-fighting by previous law-oriented design or inappropriate by uniform design, because of buildings becoming bigger and higher. However, it is difficult to implement the system actually, because laws relevant to fire-fighting prescribe only the object and the required qualifications of performance based design, but they don't have rules to enforce performance based design for specific parts. This study suggests improvements for a desirable implementation of performance based design in legal aspects, by analyzing the current legal regulations related to performance based design.

• Geophysics and Geophysical Exploration
• /
• v.14 no.4
• /
• pp.274-281
• /
• 2011

We analysed ground motions form Mw 4.3 earthquake around Backryoung Island for the seismic source focal mechanism and horizontal response spectrum. Focal mechanism of the Backryoung Islands area was compared to existing principal stress orientation of the Korean Peninsula and horizontal response spectrum was also compared to those of the US NRC Regulatory Guide (1.60) and the Korean National Building Code. The ground motions of 3 stations, including vertical, radial, and tangential components for each station, were used for grid search method of moment tensor seismic source. The principal stress orientation from this study, ENE-WSW, is consistent fairly well with that of the Korean Peninsula. The horizontal response spectrum using 30 observed ground motions analysed and then were compared to both the seismic design response spectra (Reg Guide 1.60), applied to the domestic nuclear power plants, and the Korean Standard Design Response Spectrum for general structures and buildings (1997). Response spectrum of 30 horizontal ground motions were used for normalization with respect to the peak acceleration value of each ground motion. The results showed that the horizontal response spectrum revealed higher values for frequency bands above 3 Hz than Reg. Guide (1.60). The results were also compared to the Korean Standard Response Spectrum for the 3 different soil types and showed that the vertical response spectra revealed higher values for the frequency bands below 0.8 second than the Korean Standard Response Spectrum (SD soil condition). However, through the qualitative improvements and quantitative enhancement of the observed ground motions, the conservation of horizontal seismic design response spectrum should be considered more significantly for the higher frequency bands.

• Journal of Korean Association for Spatial Structures
• /
• v.7 no.2 s.24
• /
• pp.97-104
• /
• 2007

Recently, the demand of the large span structures has been increasing. The large span structures include such a large scaled structures such as: the shell structure, the space frame structure, the membrane structure and the cable structure, etc. The large span structures are supposed to be confirmed and issued carefully at the initial process of the design besides the construction engineering aspects because of the structural specific cause that should solve and accomodate those large and wide space without columns. In the field of the large span structure construction, the erection construction method has been regarded as a major affected aspects on the construction cost, construction term, and stability. In the field of the large span structure construction, there are various construction method and system could be applied depends on the condition of the construction site and other circumstances such a major construction method as: the element method, the block method, the sliding method, the lift-up method and complexed method, etc. In this study, as the case study of the erection construction method of the large span structures, after survey and study that those existing large span structures construction cases which had applied and adopted the election construction method and analysis and classify into the Uoups by the size, span, ceiling height, structural system in odor to supply and suggest the data for the enhancement and development in the field of the erection construction method as a efficient structural solution of the large span structure construction.

• Fire Science and Engineering
• /
• v.24 no.5
• /
• pp.87-93
• /
• 2010

The fact that the smoke hinders evacuation and fire-fighting activities as well as becomes the major cause of life casualty emphasizes the importance of smoke control system. As one of the fire safety standards designed to secure the smoke safety, NFSC501A (Design Guide for Smoke Control System of Special Evacuation Stairwell and Lobby) has been proposed, preventing smoke from penetrating into the smoke-free escape route by raising the pressure of the smoke control zone higher than fire area. For model building of 20 stories, pressurization system was designed according to standard and pressure field of compartments in whole building induced by pressurization system was analyzed using the network model.

• Fire Science and Engineering
• /
• v.24 no.3
• /
• pp.20-24
• /
• 2010

When the fire occurred in building, the fire-resistance-structure has to be constructed to prevent collapse of building and to have a time for evacuation of peoples. because of the features of the fireresistance test is similar with real scale, there is no way to confirm quality of fire-resistive-structure in building construction site. Therefore the purpose of this study, a study by spectroscopic analysis using near-infrared spectroscopy (NIR), is to suggest of useful and scientific testing-methods in building construction site by identification-analysis-study for fire resistive paint.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.40 no.3
• /
• pp.321-330
• /
• 2020

The purpose of this study is to present the appropriate standby space for the mechanical parking lot considered parking queue. This analysis is based on the field-study by results of the influential factors on the parking queue of mechanical parking lots in the commercial area of Gwang-ju metropolitan city. In this study, the parking queue was analized through the simple modeling using Vissim based on average service rate and average arrival rate from the result of field-study. As a result of applying the field survey products to the theoretical queue model, no significant result was obtained when the traffic intensity exceeded 1. Therefore, parking queue was analyzed through simple modeling using Vissim, and the model for calculating the proper parking queue size of the mechanical parking lot by size was derived. The model for estimating of an appropriate mechanical parking standby space considering parking queue presented in this study is expected to be a criterion for considering the appropriate parking space of a new building, and also it can be used to minimized the traffic impact due to the parking queue by the lack of standby space.

• 한국공간정보시스템학회:학술대회논문집
• /
• 2007.06a
• /
• pp.293-299
• /
• 2007

자연재해 중 시설 파괴 규모나 인위적 경제적 피해정도에 있어서 지진은 직접적인 피해가 엄청난 재난이다. 특히 현대사회의 산업화로 도시는 인구가 집중되고 시설물이 대형화되면서 그 기능이 복잡다양해지고 있어 지진이 발생할 경우 도시의 사회 경제활동이 장기간 마비되는 사태가 발생하기도 한다. 본 논문에서는 건축물 구조해석에 의한 내진평가체계를 수립하고 내진평가에 필요한 다양한 자료들을 GIS DB화하여 건물의 내진성능평가를 수행함으로써, 개별 건물의 지진위험등급 산정과 GIS기반으로 지진위험도를 체계적으로 평가할 수 있는 정보체계를 구축하여 지진발생시 피해규모 및 범위를 추정할 수 있는 정보체계구축의 가능성을 제시하였다.

• Korean Architects
• /
• s.530
• /
• pp.24-29
• /
• 2013

파주시는 헤이리 예술인마을과 대규모 출판단지인 파주출판도시를 성공적으로 조성하여 세계적인 명성을 얻고 있는 건축 도시이다. 특히 "국내 건축의 흐름을 보려면 파주를 가보라"는 말이 나올 정도로, 파주는 우수한 건축물을 양산하는 지역이 되고 있다. 헤이리 예술인마을은 "예술인들이 꿈꾸는 지상에서 가장 아름다운 마을"을 기치로 하여 15만평의 부지에 주거와 미술관, 박물관, 공연장들이 어우러진 자연친화적인 마을이며, 파주출판도시는 "인간성 회복을 위한 공간의 창조" 라는 주제로 출판과 건축의 만남을 시도한 실험적이고 창조적인 출판 공동체이다. 이 두 커뮤니티는 건축이 중심이 되어 파주시의 도시 브랜드 가치를 높였으며, 또한 문화 아이콘으로서의 파주시를 전국적으로 널리 홍보하는 효과를 가져왔다. 이 두 커뮤니티를 관광하기 위하여 연중 많은 외지의 관광객들과 여행객들이 방문을 하고 있으며, 건축적인 가치가 실질적인 경제적 효과를 발생시킨다는 사실을 우리에게 보여주고 있다. 본지는 건축도시로서의 파주시의 시정을 이끌고 있는 이인재 파주시장을 만나 도시발전을 위한 계획과 건축행정 등에 대한 이야기를 들어보았다.

• The Safety technology
• /
• no.145
• /
• pp.12-14
• /
• 2010

서울의 중심 종로구, 한국의 선진 경제를 상징하는 각종 건축물이 모여 있는 곳. 우뚝 솟은 건물들은 아름다운 스카이라인을 연출하며 이곳을 오가는 수 십만 행인들의 탄성을 자아낸다. 지금 이곳에선 또 하나의 우수한 건축물이 베일을 벗고 기대에 찬 사람들을 맞이할 준비를 하고 있다. 그 주인공은 바로 신동아건설 신문로 2구역 제5지구업무시설 신축현장. 이곳을 흙먼지 펄펄 날리는 흔한 건설현장이라고 생각한다면 큰 오해를 할 것이다. 외관에서 내관에 이르기까지 깨끗이 정리된 모습은 현장을 방문한 이들이 '이 곳이 건설현장이 맞나'하는 의구심까지 들게 한다. 또한 '조금의 진동과 약간의 먼지도 허용하지 않겠다'는 투철한 각오로 도심 속 현장에 맞는 공법을 도입, 조용함 속에 철저한 시공을 진행하고 있다. 이곳 현장은 지하 5층~지상 14층 규모의 업무시설로 현재 46.5%의 공정률을 보이고 있다. 2010년 10월을 준공일로 예정하며, 준공까지는 대략 10개월 남짓 남은 상황, 현재까지 무재해를 이어가고 있다. 시시각각 변화하는 공정에다 여러 협력업체들이 모여 있는 건설현장의 가변적 특성에도 불구하고 지금까지 무재해를 이어오고 있는 것이다. 이같은 배경에 대해 이곳 현장의 임직원들은 현장 내 자연스럽게 자리잡고있는 '자율적인 안전관리 문화'와 '감성안전문화'를 꼽는다.