• Wind and Structures
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• 제17권1호
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• pp.43-68
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• 2013

The fluctuating wind induced vibration is one of the most important factors which has been taken into account in the design of long-span bridge due to the low stiffness and low natural frequency. Field measurement characteristics of sustained wind on structure site can provide accurate wind load parameters for wind field simulation and structural wind resistance design. As a suspension bridge with 1490 m main span, the Runyang Suspension Bridge (RSB) has high sensitivity to fluctuating wind. The simultaneous and continuously wind environment field measurement both in mid-span and on tower top is executed from 2005 up to now by the structural health monitoring system installed on this bridge. Based on the recorded data, the wind characteristic parameters, including mean wind speed, wind direction, the turbulence intensity, the gust factors, the turbulence integral length, power spectrum and spatial correlation, are analyzed in detail and the coherence functions of those parameters are evaluated using statistical method in this paper. The results indicate that, the turbulence component of sustain wind is larger than extremely strong winds although its mean wind speed is smaller; the correlation between turbulence parameters is obvious; the power spectrum is special and not accord with the Simiu spectrum and von Karman spectrum. Results obtained in this study can be used to evaluate the long term reliability of the Runyang Suspension Bridge and provide reference values for wind resistant design of other structures in this region.

• Earthquakes and Structures
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• 제8권4호
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• pp.859-887
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• 2015

Structural health monitoring (SHM) has gained in popularity in recent years since it can assess the performance and condition of instrumented structures in real time and provide valuable information to the asset's manager and owner. Operational modal analysis plays an important role in SHM and it involves the determination of natural frequencies, damping ratios and mode shapes of a constructed structure based on measured dynamic data. This paper presents the operational modal analysis and seismic response characterization of the Tsing Ma Suspension Bridge of 2,160 m long subjected to different earthquake events. Three kinds of events, i.e., short-distance, middle-distance and long-distance earthquakes are taken into account. A fast Bayesian modal identification method is used to carry out the operational modal analysis. The modal properties of the bridge are identified and compared by use of the field monitoring data acquired before and after the earthquake for each type of the events. Research emphasis is given on identifying the predominant modes of the seismic responses in the deck during short-distance, middle-distance and long-distance earthquakes, respectively, and characterizing the response pattern of various structural portions (deck, towers, main cables, etc.) under different types of earthquakes. Since the bridge is over 2,000 m long, the seismic wave would arrive at the tower/anchorage basements of the two side spans at different time instants. The behaviors of structural dynamic responses on the Tsing Yi side span and on the Ma Wan side span under each type of the earthquake events are compared. The results obtained from this study would be beneficial to the seismic design of future long-span bridges to be built around Hong Kong (e.g., the Hong Kong-Zhuhai-Macau Bridge).

• Computers and Concrete
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• 제16권4호
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• pp.503-529
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• 2015

Traditionally, multi-story buildings are designed to provide stiffer structural support to withstand lateral earthquake loading. Introducing flexible elements at the base of a structure and providing sufficient damping is an alternative way to mitigate seismic hazards. These features can be achieved with a device known as an isolator. This paper covers the design of base isolators for multi-story buildings in medium-risk seismicity regions and evaluates the structural responses of such isolators. The well-known tower building for police personnel built in Dhaka, Bangladesh by the Public Works Department (PWD) has been used as a case study to justify the viability of incorporating base isolators. The objective of this research was to establish a simplified model of the building that can be effectively used for dynamic analysis, to evaluate the structural status, and to suggest an alternative option to handle the lateral seismic load. A finite element model was incorporated to understand the structural responses. Rubber-steel bearing (RSB) isolators such as Lead rubber bearing (LRB) and high damping rubber bearing (HDRB) were used in the model to insert an isolator link element in the structural base. The nonlinearities of rubber-steel bearings were considered in detail. Linear static, linear dynamic, and nonlinear dynamic analyses were performed for both fixed-based (FB) and base isolated (BI) buildings considering the earthquake accelerograms, histories, and response spectra of the geological sites. Both the time-domain and frequency-domain approaches were used for dynamic solutions. The results indicated that for existing multi-story buildings, RSB diminishes the muscular amount of structural response compared to conventional non-isolated structures. The device also allows for higher horizontal displacement and greater structural flexibility. The suggested isolation technique is able to mitigate the structural hazard under even strong earthquake vulnerability.

• 지구물리
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• 제9권2호
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• pp.77-86
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• 2006

실시간 동적 GPS (Real-Time Kinematic Global Positioning System) 측량과 관성항법장치인 IMU(InertialMeasurement Unit)는 보다 정확한 지형정보의 획득과 동체의 모니터링에 이르기 까지 그 활용범위가 확대되어가고 있다. 실시간 동적 GPS 안에 신속히 수행할 수 있으며 , IMU는 정확하게 동적자세를 결정할 수 있기 때문에 교량 등 대형구조물의 거동을 모니터링 하는데 유용한 방법으로 대두되고 있다 . 따라서 본 연구에서는 대형구조물의 거동을 모니터링하는 시스템을 구축하기 위해서 GPS 측위방법 중 실시간 동적 GPS 측량 방법을 이용하여 현수교 주탑의 거동을 측량함에 있어, 먼저 GPS에 의한 정확한 위치를 분석하였으며 , 이를 바탕으로 실시간 동적 GPS 측량과 IMU를 이용한 모니터링 경보 시스템을 개발하였다 . 개발된 시스템으로 관측한 결과와 비교하여 , X축은 1mm, Y축은 1mm, Z축은 2.2m 로서 실시간 동적 GPS 측량과 IMU를 이용한 구조물 모니터링 측량이 가능함을 입증할 수 있었다 .

• 한국구조물진단유지관리공학회 논문집
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• 제23권5호
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• pp.48-59
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• 2019

최근 들어 장대교량의 건설에 현수교, 사장교 등과 같은 케이블이 주 요소인 교량 형식이 급증하고 있다. 이와 같은 구조물에서 케이블이 미치는 영향은 매우 크며, 구조해석을 위해서 케이블에 대한 연구 및 케이블의 모드 특성에 따른 구조계의 변화를 연구해 볼 필요가 있다. 특히, 케이블은 거더에 가해지는 하중효과를 주탑으로 전달하는 캠버조절과 직결되고 전체 구조에서 중요한 부재로서, 가설시 가해지는 초기 장력과 시간이 경과후 장력을 비교하므로서 교량의 노후상태와 이상유무를 파악하는 데 기여하고자 본 연구를 수행하였다. 따라서 본 연구에서는 충격해머를 통한 모드 해석으로부터 케이블의 질량과 케이블의 길이변화에 따른 모드의 특성을 파악할 수 있었고, 공용중에 있는 케이블에서는 위상각의 변화가 비례관계임을 확인하였다. 또한 저차모드에서 지배모드가 결정되는 특성을 MAC분석을 통하여 알 수 있었다.

• 국제강구조저널
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• 제18권4호
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• pp.1191-1199
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• 2018

Concepts of submerged floating tunnels (SFTs) for land connection have been continuously suggested and developed by several researchers and institutes. To maintain their predefined positions under various dynamic environmental loading conditions, the submerged floating tunnels should be effectively moored by reasonable mooring systems. With rational mooring systems, the design of SFTs should be confirmed to satisfy the structural safety, fatigue, and operability design criteria related to tunnel motion, internal forces, structural stresses, and the fatigue life of the main structural members. This paper presents a feasibility study of a submerged floating tunnel moored by an inclined tendon system. The basic structural concept was developed based on the concept of conventional cable-stayed bridges to minimize the seabed excavation, penetration, and anchoring work by applying tower-inclined tendon systems instead of conventional tendons with individual seabed anchors. To evaluate the structural performance of the new type of SFT, a hydrodynamic analysis was performed in the time domain using the commercial nonlinear finite element code ABAQUS-AQUA. For the main dynamic environmental loading condition, an irregular wave load was examined. A JONSWAP wave spectrum was used to generate a time-series wave-induced hydrodynamic load considering the specific significant wave height and peak period for predetermined wave conditions. By performing a time-domain hydrodynamic analysis on the submerged floating structure under irregular waves, the motional characteristics, structural stresses, and fatigue damage of the floating tunnel and mooring members were analyzed to evaluate the structural safety and fatigue performance. According to the analytical study, the suggested conceptual model for SFTs shows very good hydrodynamic structural performance. It can be concluded that the concept can be considered as a reasonable structural type of SFT.

• 한국재난정보학회 논문집
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• 제19권3호
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• pp.481-489
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• 2023

연구목적: 이 연구는 자치경찰제도 도입에 따른 재난대응 실태를 살펴보고 개선방안을 제시하기 위한 목적의 연구이다. 연구방법: 연구의 완성을 위하여 경찰의 재난대응 매뉴얼과 관련 통계자료, 법령 등을 종합적으로 검토하여 개선하는 방안을 제시하였다. 연구결과: 자치경찰제도가 도입됨에 따라 각 지역의 실정에 맞도록 경찰을 운용하게 되었는데, 대형 재난 발생 시 대규모 인력이 동원 상황 발생 시 대응에 대하여 여전히 의문을 가지고 있다. 대형 대난 발생 시 자치경찰의 역할이 대하여 살펴본 결과, 현재 경찰이 대형재난 발생 시 대형재난 현장에서 2차 피해 예방을 위한 현장 통제 및 추가적인 재난 피해 예방, 요구호자 구조 등의 업무를 수행한다. 그러나, 자치경찰의 경우 대규모 재난에 대응하기가 쉽지않은 구조 탓에 대형재난에 취약할 수 밖에 없다. 결론:이 연구에서는 대형 재난 발생 시 기본적인 경찰의 재난현장 통제 및 2차 피해 예방활동과 함께 인근 지역 자치경찰과 협동 재난 대응 활동 및 컨트롤 타워 등 제안과 같은 방안을 제안하였다.

• 천문학논총
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• 제39권1호
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• pp.1-12
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• 2024

In this study, we investigated the time signal devices of Deungnu (circa 1270) and Gungnu (1354), the water clocks produced during the Yuan Dynasty (1271-1368). These clocks influenced Heumgyeonggaknu (1438) of the Joseon Dynasty (1392-1910), exemplifying the automatic water clocks of the Yuan Dynasty. Deungnu, Gungnu, and Heumgyeonggaknu can be considered as automatic mechanical clocks capable of performances. The Jega-Yeoksang-Jip (Collection of Calendrical and Astronomical Theories of Various Chinese Masters) contains records of Deungnu extracted from the History of the Yuan Dynasty. We interpreted these records and analyzed reproduction models and technical data previously produced in China. The time signal device of Deungnu featured a four-story structure, with the top floor displaying the four divine constellations, the third floor showcasing models of these divinities, the second floor holding 12-h jacks and a 100-Mark ring, and the first floor with four musicians and a 100-Mark Time-Signal Puppet providing a variety of visual attractions. We developed a 3D model of Deungnu, proposing two possible mechanical devices to ensure that the Time-Signal Puppet simultaneously pointed to the 100-Mark graduations in the east, west, south, and north windows: one model reduced the rotation ratio of the 100-Mark ring to 1/4, whereas the other model maintained the rotation ratio using four separate 100-Mark rings. The power system of Deungnu was influenced by Suunuisangdae (the water-driven astronomical clock tower) of the Northern Song Dynasty (960-1127); this method was also applied to Heumgyeonggaknu in the Joseon Dynasty. In conclusion, these automatic water clocks of East Asia from the 13th to 15th centuries symbolized creativity and excellence, representing scientific devices that were the epitome of clock-making technology in their times.

• 헤리티지:역사와 과학
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• 제53권4호
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• pp.2-31
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• 2020

첨성대의 본질에 관한 현재의 가장 보편적인 가설은 천문관측대설이다. 천문관측대설의 근거는 주장하는 학자들마다 약간씩 차이가 있지만, 가장 중요한 근거는 '첨성대'라는 이름이며, 이에 대한 타당한 비판은 지금까지 제기된 바가 없다. 본 연구는 '첨성대'에 내포된 의미를 밝히고, '첨성대'가 천문관측대설의 타당한 근거인지를 살펴보았다. 천문관련설은 '첨성대'를 주로 '첨+성+대'로 해석했다. '볼 첨(瞻)'자와 '별 성(星)'자와 '대 대(臺)'자의 조합인 '첨성대'는 '천문을 관측한 대'를 뜻한다고 주장해 왔다. 한편 종교관련설의 경우, '별 성'은 '하늘 천(天)'을 의미하며, 첨성대에서 바라 본 '하늘'은 불교의 천상세계인 도리천이었다고 주장해 왔다. 본 연구는 『삼국유사』(1289±) 이전의 중국 기록에서 '첨성'의 용례들을 살펴보았다. '첨성'에 내포된 의미는 매우 다양하게 드러났다. '첨성+대'는 서술의 맥락에 따라서 '천문을 관측한 대'를 뜻할 수도 있고, '도리천을 우러러 본 대'를 뜻할 수도 있었다. 또한 '첨성'이 힌두교, 유교, 불교, 천주교, 도교와 같은 다양한 종교적 배경으로 실행되었음을 알 수가 있었고, 불교의 '첨성'의 경우는 적어도 외도(外道)의 '첨성', 법도(法道)의 '첨성', 세속(世俗)의 '첨성'으로 나눠질 수가 있음을 알게 되었다. 서술의 맥락에 따라서 '첨성+대'에 내포된 의미는 상당히 달라질 수가 있는 것이다. 『삼국유사』에 서술된 첨성대의 본질은 선덕여왕의 도리천 장례를 위한 묘탑(廟塔)으로 드러났다. 선덕여왕의 도리천 장례와 문무왕대의 사천왕사 건립은 신종원(1996)의 견해대로 밀교 승려 안함(안홍)에 의해 예언되었고, 『삼국유사』가 인용한 『별기』는 안함(안홍)의 참서(예언서)로 드러났다. 선덕여왕릉과 첨성대의 배치가 동지일출선에 정확하게 맞춰져 있음은 첨성대가 선덕여왕 유혼의 도리천 상생 통로였기 때문으로 판단되었다. 첨성대는 도리천으로 통하는 삼도보계(三道寶階)와 같은 '천국의 계단'를 가진 불탑이었고, '첨성대'는 『삼국유사』 왕력편의 '점성대'와 마찬가지로 '도리천을 우러러 본 대'라는 의미로 파악되었다. '첨성대'라는 이름은 천문관측대설의 근거가 될 수 없으며, 오히려 천문관련설을 총체적으로 부정할 수 있는 하나의 중요한 근거로 새롭게 평가되어야 마땅할 것이다.

• 건축역사연구
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• 제3권1호
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• pp.83-99
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• 1994

Ch'ang-Ts'al-Ts'un is a rural Village near Lung-jing City in Yen-pien Korean Autonomous Province of China. It was formed about 100 years ago by Korean Immigrants and has been developed maintaing the characteristics of traditional Korean architecture. Therefore investigating the spatial structure of this village is a meanigful work to confirm and explore one branch of Korean architecture. This study aims at analyzing the spatial structure of the village using direct data collected from the field work and indirect data from books and maps. The field work consists of on-the-site survey of the village layout, interviews of residents, observation notes and photography. Ch'ang-Ts'ai-Ts'un is located 360-370 m high above the sea level and at the side of a long valley. A river flows in the middle of the valley and relatively flat arable land exists at the both sides of the river. The location of the village related to the surrounding river and mountains suggests that the site of the village was chosen according to Feng-Shui, Chinese and Korean traditional architectural theory. The main direction of the house layouts is South-western. The village has been growing gradually until today. Therefore it is meaningful to make the village layout before Liberation(1946 A.D.) because the characteristics of Korean architecture prevailed more in that period. The area of the previous village is limited to the west side of the creek. New houses were later added to the east of the creek, forming a 'New Village'. Previously the village was composed of 3 small villages: Up, Middle and Down. Also the main access roads connecting the village with the neighboring villages were penetrating the village transversely. Presently the main access road comes to the village longitudinally from the main highway located in front of the village. The retrospective layout shows the existence of well-formed Territory, Places and Axes, thus suggesting a coherent Micro-cosmos. The boundary of imaginery territory perceived by present residents could be defined by linking conspicous outside places sorrounding the village such as Five-mountains, Front-mountain, Shin-dong village, Standing-rock, Rear-mountain and Myong-dong village. Inside the territory there are also the important places such as Bus-stop, Memorial tower of patriots, Road-maitenance building and the village itself. And inside it 5 transverse and 1 longitudinal axes exist in the form of river, roads and mountains. The perceived spatial structure of the village formed by Places, Axes and Territory is geometrical and well-balanced and suggests this village is fit for human settlement. The administrative area of the village is about 738 ha, 27 % of which is cultivated land and the rest is mountain area. Initially the village and surrounndings were covered with natural forest But the trees have been gradually cut down for building and warning houses, resulting in the present barren and artificial landscape with bare mountains and cultivated land. At present the area of the village occupied by houses is wedge-shaped, 600 m wide and 220 m deep in its maximum. The total area of the village is $122,175m^{2}$. The area and the rate of each sub-division arc as follow. 116 house-lots $91,465m^{2}$ (74.9 %) Land for public buildings and shops $2,980m^{2}$ (2.4 %) Roads $17,106m^{2}$ (14.0 %) Creek $1,356m^{2}$ (1.1 %) Vacant spaces and others $9,268m^{2}$ (7.6 %) TOTAL $122,175m^{2}$ (100.0 %) Each lot is fenced around with vertical wooden pannels 1.5-1.8 m high and each house is located to the backside of the lot. The open space of a lot is sub-divided into three areas using the same wooden fence: Front yard, Back yard and Access area. Front and back yards are generally used for crop-cultivation, the custom of which is rare in Korea. The number of lots is 116 and the average size of area is $694.7m^{2}$. Outdoor spaces in the village such as roads, vacant spaces, front yard of the cultural hall, front yard of shops and spacse around the creek are good 'behavioral settings' frequently used by residents for play, chatting, drinking and movie-watching. The road system of the village is net-shaped, having T-junctions in intersections. The road could be graded to 4 categories according to their functions: Access roads, Inner trunk roads, Connecting roads and Culs-de-sac. The total length of the road inside the village is 3,709 m and the average width is 4.6 m. The main direction of the road in the village is NNE-SSE and ESE-WNW, crossing with right angles. Conclusively, the spatial structure of Ch'ang-Ts'ai-Ts'un village consists of various components in different dimensions and these components form a coherent structure in each dimension. Therefore the village has a proper spatial structure meaningful and appropriate for human living.