• 대한상한금궤의학회지
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• v.8 no.1
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• pp.99-108
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• 2016

Objective : The purpose of this paper is to report the improvement of patient with chronic cough 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 diagnosed with Taeyang-byung, number 96 provision, and took Soshiho-tang herb medication 50days. The changing symptom of chronic cough was estimated by LCQ(Leicester Cough Questionnaire) and VAS(Visual Analogue Scale). Results : The LCQ score changed 57 to 111 and VAS changed 10 to 0. Conclusions : On the number 96 provision of Shanghanlun, '或欬' means 'H or K' sound cough. This is the first case report treating the chronic cough with herb medication of shanghanlun in Korea.

• 대한상한금궤의학회지
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• v.8 no.1
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• pp.25-39
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• 2016

Objective : 2 clinical cases were analyzed to report the improvement of patient having anger problem and patient of low leg pain treated by herb medication based on Shanghanlun disease pattern identification diagnostic system. Methods : We collected 2 cases treated by Jagyakgamcho-tang according to a disease pattern identification diagnostic system and defined the conceptional meaning of each provision by analyzing each case. Results : Patients in 2 cases were cured by Jagyakgamcho-tang selected according to Shanghanlun provisions dualized with Je-Gang(提綱) and Jo-Moon(條文). Conclusions : This study suggests Shanghanlun provisions are the record of significant factors which are closely related with and aggravate disease.

• 대한상한금궤의학회지
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• v.8 no.1
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• pp.109-119
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• 2016

Objective : The purpose of this paper is to report the effect of Daehamhyung-tang(DHHT) on tinnitus with panic disorder from the disease pattern identification diagnostic system based on Shanghanlun provisions. Methods : According to a disease pattern identification diagnostic system based on Shanghanlun provisions, the patient was diagnosed with 'Taeyang-byung Gyeolhyung'. He took DHHT for 82 days. This paper evaluated the results of treatment on tinnitus by Tinnitus Handicap Inventory(THI) and Verbal Numercial Rating Scale(VNRS). To assess the mental state of anxiety, this paper used Hamilton Anxiety Rating Scale(HAM-A) Results : The THI score was declined from 58 to 6 And the VNRS score was declined from 6 to 1. HAM-A score was declined from 28 to 3. Conclusions : This case study suggests that DHHT has effectiveness on a patient suffers from tinnitus with panic disorder and diagnosed with 'Taeyang-byung Gyeolhyung'.

• 대한상한금궤의학회지
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• v.8 no.1
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• pp.145-153
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• 2016

Objectives : This case report presents the effect of Jisilchija-tang on hyperhidrosis. The patient was diagnosed with Eumyangyukchahoonobok-byung based on Shanghanlun provisions. Methods : According to Shanghanlun seven meridian patterns diagnostic system, we diagnosed the patient as Eumyangyukchahoonobok-byung and she has been suffering from hyperhidrosis. The patient was treated with Jisilchija-tang. and it was provided for 3 months. Results : After the treatment, the degree of hyperhidrosis reduced from 10 to 2 on VAS. Conclusions : This case study show an effectiveness of using Jisilchija-tang according to Diagnostic system based on Shanghanlun provisions on hyperhidrosis.

• 대한상한금궤의학회지
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• v.11 no.1
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• pp.73-82
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• 2019

Objective : This case report presents the effect of Hoiyeok-tang on atopic dermatitis. A patient was diagnosed with Lesser Yin disease based on Shanghanlun provisions. Methods : According to the disease pattern identification diagnostic system based on Shanghanlun provisions (DPIDS), we diagnosed the patient with Lesser Yin disease. The patient was treated with Hoiyeok-tang for 87 days. The changes in symptoms were estimated by the SCORAD index. Results : After treatment, the SCORAD Index improved from 57.3 to 33.5. The patient also body weight from 89.1 kg to 76.5 kg. Conclusions : This case study shows the effectiveness of Hoiyeok-tang on atopic Dermatitis according to DPIDS.

• Proceedings of the Earthquake Engineering Society of Korea Conference
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• 2001.04a
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• pp.312-319
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• 2001

The purpose of this study is to evaluate the strength of piers subjected to earthquake ground motion. In particular, the piers of an unreinforced masonry wall under in-plane seismic loading are considered with emphasis. For this purpose, several pier strength equations in seismic rehailitation provisions such as UCBC, FEMA 178, FEMA 273, and FEMA 306 are compared. This strength equations in different provision are applied for calculating the strength of a pier in building. According to the results of this study, it is shown that the assessment procedure based on FEMA 178 overestimated pier strengths comparing to other provisions when all piers are in Rocking-controlled mode.

• Proceedings of the Korea Concrete Institute Conference
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• 2005.11a
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• pp.299-302
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• 2005

This study deals with the quasi-static tests on steel reinforced concrete composite columns with single embedded steel or multiple members. For the design of bridge piers, the composite section needs to have low steel ratio for cost savings because the dimension of the pier section is usually large. There is lack of design guidelines for these composite columns with low steel ratio, but the design provisions for the normal reinforced concrete column can be used for the design because of the low steel ratio. It is necessary to provide the design provisions in terms of the strength limit state and seismic performance by the detail requirements on the longitudinal steel and the transverse steel. The test parameters in this study were determined considering the current design provisions on RC columns. Through the quasi-static tests, the seismic performance of the composite columns were discussed.

• Proceedings of the Korea Concrete Institute Conference
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• 2003.11a
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• pp.223-228
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• 2003

Results of 61 framed reinforced concrete shear walls with openings were reviewed to evaluate the current design provisions for nominal shear strength. Provisions for ACI 318-02 and AIJ Code pertaining to shear design of shear walls evaluated the applicability of shear walls with openings subjected to lateral and vertical loads. Evaluation of test results indicates that the nominal unit shear strength($\Psi$=1.0) calculated using the provisions of ACI and AIJ does not represent the observed shear strength well. Based on the limited database considered in this study, A reasonable lower bound to the shear strength of high-strength concrete shear walls is found to be $1.09\sqrt{f_{cu}}$ kgf/$\textrm{cm}^2$.

• International Journal of Human Ecology
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• v.13 no.1
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• pp.71-87
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• 2012

The purpose of this study is to investigate how a sense of community, community provisions, and acculturation attitudes towards Korean and American cultures are related to Korean immigrant parents' parental satisfaction. 477 surveys, consisting of 291 females and 186 males, were analyzed using structural equation modeling. Results showed that a sense of community directly influenced acculturation attitudes toward American culture and parental satisfaction. Acculturation attitudes toward American culture also directly influenced parental satisfaction. A sense of community had significant indirect effects on parental satisfaction. These results imply that a sense of community within a larger community plays an important role in Korean immigrant parents' acquisition of identities as members of a new country. Building a sense of community is also important for them to experience less acculturation stress and become more satisfied with their parenting while adjusting to a new culture. Implications for practice and research are discussed.

• Wind and Structures
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• v.4 no.2
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• pp.119-130
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• 2001

The paper addresses the suitability of wind pressure coefficients specified in contemporary design standards and codes of practice for gable roofs of intermediate slope (roof angle $10^{\circ}-30^{\circ}$). In a recent research study, a series of low building models with different roof slopes in this intermediate range were tested in a boundary layer wind tunnel under simulated open country terrain conditions. This was different from the original study in the 70's, which produced the current provisions on the basis of a model tested only for a single roof slope (4:12) in this range. The results of the study suggest that a modification to the American wind provisions would be warranted to make them more representative of the true local and area-averaged wind loads imposed on gable roofs of intermediate slope.