• 대한상한금궤의학회지
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• 제9권1호
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• pp.75-83
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• 2017

Objective : This study reports the effect of Kyejiinsam-tang on Atopic Dermatitis. Methods : This is a case report on a patient who has been suffering from Atopic Dermatitis. According to Diagnostic system based on Shanghanlun provisions, Kyejiinsam-tang was provided for 250 days. The severity of Atopic Dermatitis was evaluated by SCORAD index and pictures. Results : When analyzing the patient's history and symptoms, it can be found in article No. 163 in Shanghanlun. The area and intensity of Atopic Dermatitis were reduced when viewed photos findings, and SCORAD index decreased 58.1 to 7.1. So diagnosis and therapies showed valid results in Atopic Dermatitis. Conclusions : Kyejiinsam-tang is efficient to patient of this case report as a treatment.

• 대한상한금궤의학회지
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• 제9권1호
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• pp.85-99
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• 2017

Objective : The objective of this study is to define the conceptional meaning of Shanghanlun provision while applying Shanghanlun disease pattern identification diagnostic system. Methods : 2 clinical cases, whose patients were treated by Injinho-tang, which was selected according to Shanghanlun provisions dualized with Je-Gang(提綱) and Jo-Moon(條文), were analyzed. Results : According to the results of analysis of 2 cases, the patients' diseases were improved when the treatment was applied according to Shanghanlun disease pattern identification diagnostic system and the interpretation of Shanghanlun provisions according to the etymology of Chinese character. Conclusions : These results suggests that Shanghanlun provisions be applied according to etymological interpretation of Chinese character in Shanghanlun disease pattern identification diagnostic system.

• 대한상한금궤의학회지
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• 제9권1호
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• pp.37-45
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• 2017

Objective : The purpose of this paper is to report the improvement of patient with pitting edema treated by herb medication based on Shanghanlun disease pattern identification diagnostic system. Methods : According to 'Disease Pattern Identification Diagnostic System based on Shanghanlun Provisions', the patient was diagnosed with Taeyang-byung, number 96 provision, and took Soshiho-tang herb medication 30days. The changing symptom of pitting edema is reported depended on the edema scale and the statement of patient during treatment. Results : The pitting edema of patient disappeared by 96 provision of Soshiho-tang seclected according to Shanghanlun provisions. Conclusions : This case report suggests that two words on the 96 provision of Shanghanlun, '或 心下悸, 小便不利'(palpitations below the heart, inhibited urination) indcate close relationship between palpitation and decrease of genital secretions, which affected the edema in this case.

• 대한상한금궤의학회지
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• 제9권1호
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• pp.29-36
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• 2017

Objectives : This case report presents the effect of Galgunhwangryunhwanggum-tang on dysmenorrhea. The patient was diagnosed with Taeyang-byung based on Shanghanlun provisions. Methods : According to Shanghanlun seven meridian patterns diagnostic system, we diagnosed the patient as Taeyang-byung and she has been suffering from dysmenorrhea. The patient was treated with Galgunhwangryunhwanggum-tang. and it was provided for 2 months. Results : After the treatment, the degree of dysmenorrhea reduced from 10 to 2 on VAS. Conclusions : This case study show an effectiveness of using Galgunhwangryunhwanggum-tang according to Diagnostic system based on Shanghanlun provisions on hyperhidrosis.

• 한국화재소방학회:학술대회논문집
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• 한국화재소방학회 2008년도 춘계학술논문발표회 논문집
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• pp.238-241
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• 2008

In this paper, provisions related with the seismic design and equipments of fire protection system are being considered. The provisions from various international codes on seismic design fire protection system were reviewed. The codes, reviewed are, Japanese code, NFPA guideline and Korean code. It is noted that all the codes excepted to korean code consider earthquake effect to evaluate seismic forces and behaviors. But, korean provision are not covered in seismic response in all. A brief description on limitations in korean code is also presented.

• Earthquakes and Structures
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• 제8권6호
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• pp.1407-1433
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• 2015

The objections raised by researchers to the design provisions reported in Eurocode 8 make the efficient seismic performance of the eccentrically braced structures designed according to this code unlikely. Given the rationality and the number of the objections, this paper aims to summarize the criticism of researchers and report the opinion of the Authors. The objections raised to the design procedure of eccentrically braced structures regard aspects common to the design of steel structures and aspects specifically related to the design of eccentrically braced structures. The significance of these objections is also shown by means of exemplary cases.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1992년도 가을 학술발표회 논문집
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• pp.79-89
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• 1992

This study is directed to propose a stability analysis and Design Criteria for Bridge Caisson foundations, with Could possibly replace the traditionals W.S.D. provisions of the Current Code, based on the FBOR(Load Factors based on optimum Reliability). The optimum reliability indices(Vertical bearing Capacity : $\beta$opt : 3.19, Lateral bearing Capacity : $\beta$opt= 3.15(ordinary), $\beta$opt : 2.93 (earthquake), Shearing resistance Capacity ; $\beta$opt : 2.87) are Selected as optimal Values Considering our practice base on the Calibration with the current Bridge Caisson foundation design Safety provisions, Load and resistance factors are measure by Using the proposed uncertainties and the Selected optimum reliability indices. furthermore, a set of nominal safety factors are proposed for the U.S.D. design provisions.

• 대한전자공학회:학술대회논문집
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• 대한전자공학회 2004년도 ICEIC The International Conference on Electronics Informations and Communications
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• pp.355-360
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• 2004

With the growing acceptance of XML technologies, XML will be the most common tool for all data manipulation and data transmission. Meeting security requirements for privacy, confidentiality and integrity is essential in order to move business online and it is important for security to be integrated with XML solutions. Many policies require certain conditions to be satisfied and actions to be performed before or after a decision is made. Binary yes/no decision to an access request is not enough for many applications. These issues were addressed and formalized as provisions and obligations by Betti et Al. In this paper, we propose an authorization model with provisions and obligations in XML. We introduce a formal definition of authorization policy and the issues involving obligation discussed by Betti et Al. We use the formal model as a basis to develop an authorization model in XML. We develop DTDs in XML for main components such as authorization request, authorization policy and authorization decision. We plan to develop an authorization system using the model proposed.

• Structural Engineering and Mechanics
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• 제31권2호
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• pp.225-235
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• 2009

The present paper reviews the shear design (of reinforced concrete beam) provisions of four different national codes and proposes a new but simplified shear strength empirical expression, incorporating variables such as compressive strength of concrete, percentage of longitudinal and vertical steel/s, depth of beam in terms of shear span-to-depth ratio, for reinforced concrete (RC) beams without shear reinforcement. The expression is based on the experimental investigation on RC beams without shear reinforcement. Further, the comparisons of shear design provisions of four National codes viz.: (i) IS 456-2000, (iii) BS 8110-1997, (iv) ACI 318-2002 (v) EuroCode-2-2002 and the proposed expression for the prediction of shear capacity of normal beam/s, have been made by solving a numerical example. The results of the numerical example worked out suggest that there is need for revision in the shear design procedure of different codes. Also, the proposed expression is less conservative among the IS, BS & Eurocode.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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• pp.591-594
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• 2004

Recently, a tendency for development of seismic approach of foreign countries is capacity design development. Capacity design is rational seismic design concept of capacity protection considering not only earthquake magnitude, but also behavior of structure. For that reason, the most bridge seismic design specifications contain capacity protection provisions explicitly or implicitly. The capacity protection is normally related with slenderness effect of the columns, force transfer in connections between columns and adjacent elements, and shear design of columns. It intends to prevent brittle failure of the structural components of bridges, so that the whole bridge system may show ductile behavior and failure during earthquake events. The objectives of this paper are to deduce needed provisions for the moderate seismicity regions such as Korea after studying current seismic design codes and to establish rational criteria provisions of seismic design for future revision of seismic design specifications.