• 생물환경조절학회지
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• 제2권2호
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• pp.89-98
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• 1993

본 연구에서는 일반농가에서 시설내 환경이 불량한 아치형 파이프하우스를 간이시설로 이용하고 있어 시설내 환경이 개선된 간이시설을 개발하여 작물생장반응을 구명코자 톱날형과 개량아치형, 관행아치형의 시설형태와 노지로 구분, 시험을 실시하여 연구결과를 요약하면 다음과 같다. 1. 개량아치형은 관행아치형에 비해 최고 4$^{\circ}C$의 온도가 낮아졌고, 톱날형은 1$^{\circ}C$이상 낮아 시설내 환경이 개선되었다. 2. 지하부 환경에서 관행아치형에 비해 잠열냉각+배수개선 처리는 1.3$^{\circ}C$가 낮고, 배수개선 처리는 0.9$^{\circ}C$가 낮게 나타나 잠열효과를 1$^{\circ}C$이상 보았다. 3. 톱날형은 하우스파이프를 지주겸용으로 설치하여 성력화면에서 가장 우수하였으며 환기를 위한 인력이 필요치 않아 노동력을 절감할 수 있는 시설로 개발되어졌고, 개량아치형은 환기를 위한 노동력은 필요하였으나 하우스파이프를 지주겸용으로 설치하였으므로 관행아치형에 비해 성력화되었다. 4. 토마토 상품과율은 개량아치형이 4,897kg/10a로 가장 많았고 관행아치형이 그 다음 순이었으며 광합성과 직접적인 관계가 되는 엽면적은 톱날형이 다른 형태보다 가장 넓었다. 5. 수량 및 상품성을 높이기 위해서는 환기면적이 넓은 개량아치형이 간이시설로써 적당하였고, 지하부 환경개선 효과는 톱날형의 잠열냉각+배수개선 방법이 좋았으며, 개량아치형과 관행아치형은 배수개선이 효과적이었다. 6. 톱날형, 개량아치형 간이시설은 성력화되고 시설내 환경이 개선되어졌으며, 관행아치형 시설형태를 좀더 발전시켜야 할 것으로 사료된다.

• 전기학회논문지
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• 제64권7호
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• pp.1012-1018
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• 2015

The studies on the operating performance analysis or design about the fixed tilt angle flat-plate photovoltaic (PV) system are still lively going off. However the operating property analysis about the arch type PV system which means PV array were designed as round type is dissatisfied. In this paper, we theoretically established the factors which are cause of the deterioration in performance of arch type PV system. In addition, we use the Solar Pro simulation tools to design both flat-plate type and arch type 30kW PV systems. The simulations about arch type PV system applied two ways such as central inverter and string inverter were conducted. The performance ratio (PR) of the PV system with flat-plate type shows the highest value 74[%] when the tilt angle is 30°. In case of arch type, when applying central inverter method, PR value shows approximately 73[%] and no more difference with arch type of the PV array. This value shows 1[%] decrease compare with the flat-plate type. However when applying string inverter methods, the average PR value shows 80 % and 6% improved than the central inverter method.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2007년도 정기 학술대회 논문집
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• pp.688-693
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• 2007

Nowadays various studies related with superstructure of bridges are developed and they pursuit more effective section of bridges superstructure, material and economical application of composite materials. CFT structure(Concrete Filled Steel Tubular Structure) is developed type of composite structure that concrete is filled with steel box, and the deformation of the member, stiffness and internal force will be improved by confinement effect of steel box and concrete. This paper introduces new type of girder, CFTA girder( Concrete- Filled and Tied Steel Tubular Arch Girder) which is combined with traditional CFT structure,arch effect and prestress through carrying out the structural analysis by computer programs. The computer programs which is used are ABAQCS and MIDAS, and the 12.2m girder which is applied same load and prestresses is analyzed and compared the results respectively.

• 한국운동역학회지
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• 제19권2호
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• pp.187-196
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• 2009

The foot type is classified into normal, high or low arch according to either foot print or medial longitudinal arch (MLA) height. Plantar fasciitis, heel pain, Achilles tendinitis, stress fracture, metatarsalgia, knee pain, shin splint pain, and etc are common foot disorders and associate to the foot type. The purpose of this study was to evaluate several suggested bony inclination used to classified the abnormal foot and if the arch index (AI) was correlated with foot morphology. Lateral view and dorso-plantar view of radiographic images and flatbed scanner measurements obtained from 57 college students were analyzed. Results showed that AI measured in this study was higher than Caucasian Americans and European, but similar with African. The ethnic origin could influent the AI distribution. The AI provided a simple quantitative means of assessing the structure of lateral and medial longitudinal arches. The correlation coefficients of true bone height with AI could be further improved by normalized foot width rather than foot length. AI also demonstrated as a good indicator of inclination between calcaneus-fifth metatarsal (CalM5) and calcaneus-first metatarsal (CalX), it is a good means to classify the foot type.

• Structural Engineering and Mechanics
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• 제22권3호
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• pp.351-370
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• 2006

In this study, the earthquake damage response of the concrete arch dams was investigated including dam-reservoir interaction. A continuum damage model which is a second-order tensor and includes the strain softening behavior was selected for the concrete material. Fluid-structure interaction problem was modeled by Lagrangian approach. Sommerfeld radiation condition was applied to the truncated boundary of reservoir. The improved form of the HHT-${\alpha}$ time integration algorithm was used in the solution of the equations of motion. The arch dam Type 5 was selected for numerical application. For the dynamic input, acceleration records of the 10 December 1967 Koyna earthquake were chosen. These records were scaled with earthquake acceleration scale factor (EASF) and then used in the analyses. Solutions were obtained for empty and full reservoir cases. The effects of EASF and damping ratio on the response of the dam were studied.

• 척추신경추나의학회지
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• 제17권1호
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• pp.47-53
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• 2022

Objectives This case study aimed to investigate the effect of acupotomy and fascia chuna therapy on talipes cavus-type plantar fasciitis. Methods We classified the foot arch type using a podoscope and estimated the outcome by evaluating the numeric rating scale, pain disability index, and EuroQol-5-dimension measurement. Results After treatment, heel pain decreased and the quality-of-life score improved. Conclusions This study suggests that treatment with acupotomy and muscle energy techniques based on the foot arch type may be effective for plantar fasciitis. A limitation of this study is the small number of cases. Further clinical studies are required.

• Journal of Chest Surgery
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• 제38권12호
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• pp.852-855
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• 2005

생후 85일 된 대동맥궁 단절이 동반된 총동맥간 환자에서 완전순환정지 없이 1차 완전 교정술을 성공적으로 시행하였다. 대동맥 단절 교정은 국소순환하에 상행 및 하행대동맥을 문합하였고 우심실유출로 재건은 Shelhigh 판막도관을 이용하였다. 술 후 혈관에 의해 일시적으로 좌측 기관지가 눌리는 합병증이 발생하였으나 자세변화와 흉부물리치료로 호전되었다. 술 후 13개월 뒤에 판막도관의 협착으로 우심실 유출로에 대한 재수술이 필요했으며 환아는 현재 건강한 상태로 첫 교정술 후 14개월째 외래 추적중이다.

• Journal of Dental Anesthesia and Pain Medicine
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• 제21권3호
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• pp.183-205
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• 2021

This systematic review and meta-analysis aimed to analyze the effectiveness of maxillary stabilization splint (SS) therapy to reduce headache (HA) intensity and HA frequency in patients with temporomandibular disorders (TMD)-HA comorbidity. Randomized controlled trials (RCTs) using full-arch coverage, hard resin, and maxillary SS therapy were included. Electronic databases, including Cochrane Library, MEDLINE through PubMed, Web of Science, and EMBASE, were searched. The risk of bias was analyzed based on Cochrane's handbook. The search yielded 247 references up to January 28, 2020. Nine RCTs were included at a high risk of bias. The comparison groups included other splints, counseling, jaw exercises, medications, neurologic treatment, and occlusal equilibration. Four studies reported a statistically significant reduction in HA intensity, and five studies reported significant improvement in HA frequency from baseline at 2-12 months in patients with TMD-HA comorbidity treated with a full-arch hard maxillary SS. HA frequency in tension-type HA (TTH) comorbid with TMD diagnoses of myofascial pain (MFP) or capsulitis/synovitis improved significantly with SS than that with full-arch maxillary non-occluding splint (NOS) in two studies. Comparison groups receiving hard partial-arch maxillary splint nociceptive trigeminal inhibition (NTI) showed statistically significant improvements in HA intensity in patients with mixed TMD phenotypes of MFP and disc displacement comorbid with "general HA." Comparison groups receiving partial-arch maxillary resilient/soft splint (Relax) showed significant improvements in both HA intensity and frequency in patients with HA concomitant with MFP. The meta-analysis showed no statistically significant difference in the improvement of pain intensity at 2-3 months with comparison of the splints (partial-arch soft [Relax], hard [NTI], and full-arch NOS) or splint use compliance at 6-12 months with comparison of the splints (partial-arch Relax and full-arch NOS) versus the SS groups in patients with various TMD-HA comorbidities. In conclusion, although SS therapy showed a statistically significant decrease in HA intensity and HA frequency when reported, the evidence quality was low due to the high bias risk and small sample size. Therefore, further studies are required.

• Steel and Composite Structures
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• 제7권6호
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• pp.487-502
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• 2007

In recent decades there has been a trend towards improved mechanical characteristics of materials used in footbridge construction. It has enabled engineers to design lighter, slender and more aesthetic structures. As a result of these construction trends, many footbridges have become more susceptible to vibrations when subjected to dynamic loads. In addition to this, some inherit modelling uncertainties related to a lack of information on the as-built structure, such as boundary conditions, material properties, and the effects of non-structural elements make difficult to evaluate modal properties of footbridges, analytically. For these purposes, modal testing of footbridges is used to rectify these problems after construction. This paper describes an arch type steel footbridge, its analytical modelling, modal testing and finite element model calibration. A modern steel footbridge which has arch type structural system and located on the Karadeniz coast road in Trabzon, Turkey is selected as an application. An analytical modal analysis is performed on the developed 3D finite element model of footbridge to provide the analytical frequencies and mode shapes. The field ambient vibration tests on the footbridge deck under natural excitation such as human walking and traffic loads are conducted. The output-only modal parameter identification is carried out by using the peak picking of the average normalized power spectral densities in the frequency domain and stochastic subspace identification in the time domain, and dynamic characteristics such as natural frequencies mode shapes and damping ratios are determined. The finite element model of footbridge is calibrated to minimize the differences between analytically and experimentally estimated modal properties by changing some uncertain modelling parameters such as material properties. At the end of the study, maximum differences in the natural frequencies are reduced from 22% to only %5 and good agreement is found between analytical and experimental dynamic characteristics such as natural frequencies, mode shapes by model calibration.

• 한국구조물진단유지관리공학회 논문집
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• 제15권3호
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• pp.155-162
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• 2011

파형강판을 이용한 구조물은 기존의 철근콘크리트 구조물에 비하여 공기단축효과 및 경제성 등이 우수하고 유지관리비의 절감 측면에서 유리한 것으로 평가되고 있다. 최근 수로암거 및 생태 이동 통로등에 철근콘크리트 암거 대체 재료로 널리 활용되고 있으며 앞으로 적용실적이 더 증가할 것으로 예상된다. 파형강판을 사용한 구조물은 주로 아치형과 박스형의 두가지 형태이며, 아치형 구조물은 압축력에 의하여 설계하며 박스형 구조물은 플레이트 부재내의 모멘트에 의하여 설계한다. 따라서 본 연구에서는 기존의 대골형 파형강판보다 골의 피치와 깊이가 늘어난 성능 개선된 파형강판의 성능을 평가고하고 설계에 반영하기 위해 정적 압축 시험 및 휨시험을 수행하여 시험체 두께별 이음부의 극한강도 및 모멘트 강도를 검토 하였다.