• Title/Summary/Keyword: Old Bridge

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A Case of Treating Chest Pain Associated with Myocardial Bridge (흉통(胸痛)이 있는 심근교(myocardial bridge) 환자의 치험 1례)

  • Kim, Bo-ram;Choi, Dong-jun;Lim, Sung-woo
    • The Journal of the Society of Stroke on Korean Medicine
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    • v.10 no.1
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    • pp.74-80
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    • 2009
  • Myocardial bridging, a congenital coronary anomaly, is present when a segment of a major epicardial coronary artery, runs intramurally through the myocardium. So with each systole, the coronary artery is compressed. It has been associated with angina, arrhythmia, myocardial infarction and sudden cardiac death. This is a case of a 39-year-old woman who was diagnosed myocardial bridge. She complained of recurrent chest pain, palpitation. We diagnosed her as Gyesimtong(JiXiTong, 悸心痛), and prescribed Jeongkicheonhyang-tang(正氣天香湯). After treatment, all of the symptoms had improved and have not recurred for 18 months. This case suggests that oriental medicine therapy can be applicable to improve in symptoms of myocardial bridge.

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Analysis of effects of shrinkage of concrete added to widen RC girder bridge

  • Madaj, Arkadiusz;Siekierski, Wojciech
    • Computers and Concrete
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    • v.23 no.5
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    • pp.329-334
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    • 2019
  • Traffic flow capacity of some old road bridges is insufficient due to limited deck width. In such cases bridge deck widening is a common solution. For multi-girder reinforced concrete (RC) bridges it is possible to add steel-concrete composite girders as the new outermost girders. The deck widening may be combined with bridge strengthening thanks to thickening of the existing deck slab. Joint action of the existing and the added parts of such bridge span must be ensured. It refers especially to the horizontal plane at the interface of the existing slab and the added concrete layer as well as to the vertical planes at the external surfaces of the initially outermost girders where the added girders are connected to the existing bridge span. Since the distribution of the added concrete is non-uniform in the span cross-section the structure is particularly sensitive to the added concrete shrinkage. The shrinkage induces shear forces in the aforementioned planes. Widening of a 12 m long RC multi-girder bridge span is numerically analysed to assess the influence of the added concrete shrinkage. The analysis results show that: a) in the vertical plane of the connection of the added and the existing deck slab the longitudinal shear due to the shrinkage of the added concrete is comparable with the effect of live load, b) it is necessary to provide appropriate longitudinal reinforcement in the deck slab over the added girders due to tension induced by the shrinkage of the added concrete.

A Bridge-Station Packet Marker for Performance Improvement of DiffServ QoS in WiMedia WLP-based Networks (WiMedia WLP 망에서의 DiffServ QoS 성능 향상을 위한 Bridge-Station 패킷 Marker)

  • Lee, Seung-Beom;Hur, Kyeong;Eom, Doo-Seop;Joo, Yang-Ick
    • Journal of Korea Multimedia Society
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    • v.13 no.5
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    • pp.740-753
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    • 2010
  • Performance of TCP can be severely degraded in WLP-based Mobile IP wireless networks where packet loss not related to network congestion occurs frequently during WLP-based inter-subnetwork handoff by user mobility. To resolve such a problem in the networks using WLP-based Mobile IP, the packet buffering method recovering seamlessly the packets dropped due to user mobility has been proposed. The packet buffering method at a bridge station recovers those packets dropped during handoff by forwarding buffered packets at the old bridge station to the WLP device. But, when the WLP device moves to a congested bridge station in a new WLP foreign subnetwork, those buffered packets forwarded by the old bridge station are dropped and TCP transmission performance of a WLP device in the congested bridge station degrades due to increased congestion by those forwarded burst packets. In this paper, a PBM(Packet Bridge Marker) is proposed for preventing buffered out-of-profile(OUT) packets from reducing the throughput of in-profile(IN) packets of an Assured Service WLP device. From this operation, the packet losses of buffered OUT packets are avoided and the throughput of IN and Total packets of an AS WLP device are increased.

The Origin and Transmission of the Bridge-Treading Festival of Yeoju (여주답교(驪州踏橋)놀이의 유래(由來)와 전승양상(傳承樣相))

  • Lee, Dong-Yeong
    • Korean Journal of Heritage: History & Science
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    • v.33
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    • pp.308-336
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    • 2000
  • Bridge - Treading was a flok festival that was held on the night of the 1st full moon of the lunar new years. Men and women, both young and old, took pan in it in the belief that crossing a bridge, or bridges, back and forth, the same number of times as the number of years they were old, on this night would prevent all types of leg and foot ailments from occurring throughout the coming year. The practice was carried on mainly around the Seoul central region of Korea. Though it has now largely disappeared, it has been reatores in the Yeoju area. According to the Korean almanac and other chronicles, it was once practiced throughout the land. It is in the preserved was brige-treading festival of yeoju, however, that both the original form, transmission, and function are clarified and brought to light. In this regard, when compares to similar festivals of other region such as Songpa and Kwacheon, it is found that of Yeojo has a special characteristic. Accompanied by folksongs, music, and dance, this was not a religions festival in the strict sense, but rather an annual custom filled with mirth and merriment that formed an integral part of Korean folk culture.

Two-step approaches for effective bridge health monitoring

  • Lee, Jong Jae;Yun, Chung Bang
    • Structural Engineering and Mechanics
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    • v.23 no.1
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    • pp.75-95
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    • 2006
  • Two-step identification approaches for effective bridge health monitoring are proposed to alleviate the issues associated with many unknown parameters faced in real structures and to improve the accuracy in the estimate results. It is suitable for on-line monitoring scheme, since the damage assessment is not always needed to be carried out whereas the alarming for damages is to be continuously monitored. In the first step for screening potentially damaged members, a damage indicator method based on modal strain energy, probabilistic neural networks and the conventional neural networks using grouping technique are utilized and then the conventional neural networks technique is utilized for damage assessment on the screened members in the second step. The effectiveness of the proposed methods is investigated through a field test on the northern-most span of the old Hannam Grand Bridge over the Han River in Seoul, Korea.

THE CONSTRUCTION METHOD OF IN-CERAM ALUMINA 3 UNIT BRIDGE USING CELAY SYSTEM (Celay System을 이용한 In-Ceram Alumina 3 Unit Bridge제작법)

  • Jo, Byung-Woan
    • Journal of the Korean Academy of Esthetic Dentistry
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    • v.5 no.1
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    • pp.34-43
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    • 1996
  • In nowdays many dental CAD/CAM system were developed. Among those only Cerec and Celay were used globally as clinical application. Celay is a machinable ceramic system that is capable of milling inlays, onlays, and veneers from prefabricated industrial ceramic blocks(Vita Celay Blanks). The advatages of Celay are to simplify the manufactures and to save the processing time. For esthetics In-Ceram Alumina bridges were introduced into maxillary anterior restoration. They have a high strength, a high translucency and an excellent marginal adapation. But the laboratory processes are very difficult and complicated. So the construction of In-Ceram Alumina bridge combined with celay system was desgined. The patient is a 28 year old age male. The chief complain is missing of maxillary left central incisor. He wants to restore anterior bridge for esthetically. The Alumina bridge framework was constructed easily by celay system. Glass ilfiltration was occurred. After that, vitadura-${\alpha}$porcelain build up was occurred by conventional method. The translucency of In-Ceram Alumina 3 unit bridge revealed to be superior to that of porcelain fused to metal bridge. So we report it with clincal case and literature reviews.

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An Experimental Study on the Fatigue Strength of Repair Welded Joints of Old Steel Bridge (신판교체 보수 용접부의 피로강도에 관한 실험적 연구)

  • Park Hyeon-Chan;Lee Jin-Hyeong;Kim Jae-Hwan;Jang Gap-Cheol;Jang Gyeong-Ho
    • Proceedings of the KWS Conference
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    • 2006.05a
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    • pp.94-96
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    • 2006
  • Recently, steel structures have been increasing because of its brilliant features. In general, cracks and corrosion are produced due to the numerous environmental factors in steel structures. However, the validity of repair method for the damaged steel structures has not been fully verified because of its lack of safety and reliability after application. Moreover, repair method by welding inevitably involves cutting and welding processes and reliability for the safety during the processes has net been established yet. Therefore, this study carried out experiments on the fatigue strength of repair welded joints of old steel bridge to investigate the fatigue characteristics in the repair welded joints. Fatigue tests were conducted by 250kN capacity MIS with the frequency of 5Hz under amplitude loading. From the results, it is known that fatigue strength grade of the repair welded joints was satisfied with C grade which specification requires.

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Flaw Detection of the Aged Bridge on National Roadway by Impact Echo Testing (충격반향기법을 이용한 국도상 노후교량의 결함검사)

  • 유재열;김기봉;정영수;조성호
    • Proceedings of the Korea Concrete Institute Conference
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    • 1998.10b
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    • pp.743-748
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    • 1998
  • As nation's infrastructure is getting old, nondestructive evaluation of existing structures and construction quality control are getting important. In this thesis, flaw detection techniques of concrete members with asphalt using impact echo test were introduced. This techniques are based on stress wave propagation. In this field impact echo test, As load is gradually increased, frequency is increased. From this change of frequency through impact echo test, we can detect that the crack of bridge ascends and what the depth of crack is.

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A Fixed Bridge with Free Design Blade Implant (Free Design Blade Implant를 이용한 교의치)

  • Choie, Mok-Kyun;Lee, Bong-Won;Kim, Seung-Ki
    • The Journal of the Korean dental association
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    • v.19 no.11 s.150
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    • pp.975-979
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    • 1981
  • In May 1981, the author placed Free Design Blade Implant into a 24-year old female patient with missing teeth of lower left molars, who did not want a removable partial denture. The bone available was good enough and in apparent general good health. The implant bridge was mad by four units, from 1st premolar to implant head, which is now in good esthetics and function.

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Planning and Design of Quingming Shanghe Park in Kaifeng

  • Liu, Xiao-ming
    • Journal of the Korean Institute of Landscape Architecture International Edition
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    • no.1
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    • pp.202-207
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    • 2001
  • Covering an area of about 39 ha, Qingming Shanghe Park is located in the northwest of Kaifeng, formerly the capital of seven dynasties in China. It is intended to serve as a tourist attraction based on a painting 〃Qingming Festival at Riverside〃 by Zhang Zeduan of the Northern song Dynasty, which vividly illustrates a real life on the both sides of the Bian River as well as in the urban area, Kaifeng, in early Spring. The park is a collection of varied buildings such as shops, restaurants, tea-houses, theaters, and hotels in the North song style, with an introduction of the history of Kaifeng, this paper examines design philosophy and methodology of the park, and discusses the creative design of the first stage development known as known as The South Area of the park. Marked by the Rainbow Bridge and the City Gate, the South Area is divided into three parts, the rural, suburban, and urban parts which are organized according to the spatial order showed in the painting. The South Area proves to be very successful because of its amazing sense of history and interesting folk performance. Furthermore, the preliminary 9planning of the second stage development known as The North Area is presented with references to culture, history and customs. The North Area is proposed to include the Old Sports & Games Garden, the Exhibition Garden, and the Hot Spring Garden with an appearance of the imperial gardens in the Northern Song, integrated with participation of old sports and games, display of old science & technology achievements, and enjoyment of hot spring bath.

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