• Structural Engineering and Mechanics
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• 제82권4호
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• pp.517-542
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• 2022

The effect of mean angle of wind attack on the flutter critical wind speed of two generic bridge deck cross-sections, viz, one closed box type streamlined section (deck-1) and closed box trapezoidal bluff type section with extended flanges/overhangs (deck-2) type of section have been studied using Computational Fluid Dynamics (CFD) based forced vibration simulation method. Owing to the importance of the effect of the amplitude of forcing oscillation on the flutter onset, its effect on the flutter derivatives and flutter onset have been studied, especially at non-zero mean angles of wind attack. The flutter derivatives obtained have been used to evaluate flutter critical wind speeds and flutter index of the deck sections at non-zero mean angles of wind attack studied and the same have been validated with those based on experimental results reported in literature. The value of amplitude of forcing oscillation in torsional degree of freedom for CFD based simulations is suggested to be in the range of 0.5° to 2°, especially for bluff bridge deck sections. Early onset of flutter from numerical simulations, thereby conservative estimate of occurrence of instability has been observed from numerical simulations in case of bluff bridge deck section. The study aids in gaining confidence and the extent of applicability of CFD during early stages of bridge design, especially towards carrying out studies on mean incident wind effects.

• Structural Engineering and Mechanics
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• 제90권4호
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• pp.417-428
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• 2024

Nanocomposite-reinforced concrete systems have gained increasing attention in bridge construction due to their enhanced mechanical properties and durability. Understanding the transient dynamics of these advanced materials is crucial for ensuring the structural integrity and performance of bridge infrastructure under dynamic loading conditions. This paper presents a comprehensive study of the measurement techniques employed for assessing the transient dynamics of nanocompositereinforced concrete systems in bridge construction applications. A numerical method, including modal analysis are discussed in detail, highlighting their advantages, limitations, and applications. Additionally, recent advancements in sensor technologies, data acquisition systems, and signal processing techniques for capturing and analyzing transient responses are explored. The paper also addresses challenges and opportunities in the measurement of transient dynamics, such as the characterization of nanocomposite-reinforced concrete materials, the development of accurate numerical models, and the integration of advanced sensing technologies into bridge monitoring systems. Through a critical review of existing literature and case studies, this paper aims to provide insights into best practices and future directions for the measurement of transient dynamics in nanocompositereinforced concrete systems, ultimately contributing to the design, construction, and maintenance of resilient and sustainable bridge infrastructure.

• 대한심미치과학회지
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• 제25권1호
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• pp.25-34
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• 2016

상실한 하악 4전치에서의 치료 계획은 어느 다른 부위보다 수술의 성공률이나 보철치료시 유리한 환경을 지니고 있다고 흔히 생각되는 부위이다. 하지만 하악 전치들의 M-D 사이즈나 crowding으로 인한 공간적 제한, 임시치아 문제, 치조골 흡수로 인해 생기는 심미적인 문제 등 의외로 까다로운 경우가 종종 발생하는 부위기도 한다. 본문에서는 하악 4전치 상실 시의 치료 계확에 대해서 케이스를 통해 알아 보겠다. 하악 4전치 상실시 가능한 옵션들: 하나 혹은 4전치중 일부 상실의 경우나 잔존 치조골의 흡수가 거의 없어 임플란트 위치 관계가 심미적으로 중요하다고 판단되는 경우라면 직경이 작은 임플란트들을 원래 발치와 중앙에 식립(Narrow type 이나 One body mini implant type) 최종 보철물 형태가 Pink porcelain을 포함하는 이미 광범위한 치조골의 흡수가 일어난 경우 즉 임플란트 식립 위치가 덜 중요한 상황이라면 regular size의 임플란트들을 측절치와 중절치의 사이 Interseptal bone위치에 식립 4전치중 하나 혹은 일부가 상실됐고 남아 있는 전치들의 예후가 불량하다고 의심되나 환자가 당장 나머지 전치들의 발치에는 동의하지 않을 때 남아 있는 전치들이 발치 될 때까지의 Tentative restoration로서 Resin Bonded Bridge(Resin Retained Bridge/Resin Bonded Fixed Partial Denture)의 적용.

• 대한치과보철학회지
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• 제49권2호
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• pp.101-105
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• 2011

연구 목적: 본 연구에서는CAD/CAM (computer-aided design / computer-aided manufacturing) 시스템으로 제작된LAVA (3M ESPE, Seefeld, Germany) 3-unit bridge와 통상적인 방법으로 제작된 PFG 3-unit bridge의 변연 적합도를 비교 분석해 보고자 한다. 연구 재료 및 방법: 레진치를 전부 도재관을 위한 삭제를 시행하고 인상 채득하여 레진 모형 (Exakto-form model resin, Bredent, Senden, Germany)을군당10개씩 제작하였다. 레진 모형의 인상을 채득하여 석고 모형을 제작하고 PFG, LAVA 3-unit bridge를 10개씩 제작하였다. 제작된 bridge를 레진 모형에 접착하고 실체 현미경(Stereoscopic microscope, Nikon DS-Fi 1, Nikon, Japan)을 사용하여 각 치아당 4점에서 변연 적합도를 측정하였다 (${\times}75$). 측정된 결과는 independent t-test로 통계 분석하였다 (${\alpha}$ = 0.05). 결과: 각 군에서 변연 적합도의 평균과 표준편차는 PFG bridge 중절치에서는 $97.1{\pm}18.7\;{\mu}m$, 견치에서는 $76.6{\pm}21.8\;{\mu}m$, LAVA bridge 중절치에서는 $90.4{\pm}26.7\;{\mu}m$, 견치에서는$110.2{\pm}30.2\;{\mu}m$ 이었다. PFG 3-unit bridge와LAVA 3-unit bridge에서 중절치에서는 통계적 유의성이 없었고, 견치에서는LAVA의 변연 간격이 큰 것으로 나타났다 (P<.05). 결론: PFG 3-unit bridge와 LAVA 3-unit bridge 두 군 모두 임상적으로 받아들여질 만한 변연 적합도를 보였다.

• 대한기관식도과학회:학술대회논문집
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• 대한기관식도과학회 1977년도 제11차 학술대회연제 순서 및 초록
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• pp.4.3-4
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• 1977

1946년 Metz가 impedance audiometry를 처음 임상적으로 응용한이래 많은 연구가 계속되고 있다. Brooks는 4세 부터 11씨 소아 1053명에 대한 electroacoustic impedance bridge의 결과를 보고하였고, J. Jerger는 6세이상 소아 398에 대한 impedance audiometry의 결과를 보고하였으며, Cooper 등은 소아 539명에 대한 conventional audiometry technic과 impedance audiometry와의 정확도를 비교 발표하였다. 우리나라에서는 1974년 서울대학교 이비인후과에서 처음으로 madsen impedance bridge를 도입하였고 다음으로 본원에서 1976년 teledyne impedance를 사용하여 1976년 9월 학동기 아동(7세부터 14세) 1023명에 대한 결과를 보고하였고 이번에는 1세부터 6세까지의 유소아 110명에 대한 impedance audiometry의 결과를 문헌고찰과 함께 보고하는 바이다.

• 한국지진공학회논문집
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• 제19권4호
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• pp.161-171
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• 2015

A series of tests was conducted for full-scale single-pylon asymmetric cable-stayed bridges using a system of multiple shaking tables. The 2-span bridge length was 28 m, and the pylon height was 10.2 m. 4 different base conditions were considered: the fixed condition, RB (rubber bearings), LRB (lead rubber bearings), and HDRB (high damping rubber bearings). Based on investigation of the seismic response, the accelerations and displacements in the axial direction of the isolated bridge were increased compared to non-isolated case. However, the strain of the pylon was decreased, because the major mode of the structure was changed to translation for the axial direction due to the dynamic mass. The response of the cable bridge could differ from the desired response according to the locations and characteristics of the seismic isolator. Therefore, caution is required in the design and prediction in regard to the location and behavior of the seismic isolator.

• 한국구조물진단유지관리공학회 논문집
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• 제9권4호
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• pp.127-134
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• 2005

최근 컴퓨터 기술의 발달로 장대교량의 설계 및 시공이 증가하고 있다. 특히 케이블 요소를 갖는 사장교와 현수교는 장대교량을 대표한다 할 수 있을 것이다. 따라서 본 논문에서는 사장교로 시공중인 제2진도대교에 대하여 시공단계별로 전체케이블에 대한 장력을 측정하여 시공오차 등에 따른 장력보정값을 현장에서 즉시 제시하여 시공정밀도를 향상하고자 하였다. 이에 적용된 장력측정방법은 간접법인 가속도센서를 이용한 진동법을 적용하였다. 직접법에 비해 비교적 간편한 간접인 진동법을 통하여 보다 쉽게 장력을 추정할 수 있었으며, 시공의 정밀도를 향상시키기 위하여 전체 케이블을 4가지 시공단계별로 장력변화량을 모니터링하여 케이블 가설시 시공오차에 대한 장력보정값을 현장에서 제시하였다. 또한, 최종장력값을 설계값과 비교한 결과 간접법을 이용한 장력값과 유사한 것을 알 수 있었다. 그리고 온도 변화에 따른 케이블의 장력변화를 추후 유지관리 계측시 관리한계치 설정에 참고자료로 활용할 수 있도록 장력변화를 파악하였다.

• International Journal of Contents
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• 제9권4호
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• pp.72-77
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• 2013

The purpose of this study was to examine the effects of general sling-bridge exercise (GSE) and sling-bridge exercise with rhythmic stabilization technique (SER) on trunk muscle endurance and flexibility in adolescents with low back pain (LBP). 30 adolescents who had complaints of LBP were randomly assigned to one of the two groups: the GSE group (n=15) and SER group (n=15). Subjects performed each exercise programs for 4 weeks with the aim of improving trunk muscle stability; GSE group trained general bridge exercise with sling, SER group trained rhythmic stabilization bridge exercise with sling. The static and dynamic trunk muscle endurance and flexibility were measured before and at the end of the exercise program. The static and dynamic trunk muscle endurance were significantly improved in both groups (p<.05) and the SER group showed significant difference from the GSE group after the exercise (p<.05). The trunk muscle flexibility was significantly improved in both groups (p<.05) and the SER group were significantly different from GSE group post-exercise (p<.05). The results of this study showed that sling bridge exercise with rhythmic stabilization technique may be appropriate for improving trunk muscle stability in adolescents with LBP.

• Steel and Composite Structures
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• 제22권4호
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• pp.855-874
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• 2016

In this paper, it is aimed to evaluate the earthquake angle influence on the seismic performance of steel highway bridges. Upper-deck steel highway bridge, which has arch type load bearing system with a total length of 216 m, has been selected as an application and analyzed using finite element methods. The bridge is subjected to 1992 Erzincan earthquake ground motion components in nineteen directions whose values range between 0 to 90 degrees, with an increment of 5 degrees. The seismic weight is calculated using full dead load plus 30% of live load. The variation of maximum displacements in each directions and internal forces such as axial forces, shear forces and bending moments for bridge arch and deck are attained to determine the earthquake angle influence on the seismic performance. The results show that angle of seismic input motion considerably influences the response of the bridge. It is seen that maximum arch displacements are obtained at X, Y and Z direction for $0^{\circ}$, $65^{\circ}$ and $5^{\circ}$, respectively. The results are changed considerably with the different earthquake angle. The maximum differences are calculated as 57.06%, 114.4% and 55.71% for X, Y and Z directions, respectively. The maximum axial forces, shear forces and bending moments are obtained for bridge arch at $90^{\circ}$, $5^{\circ}$ and $0^{\circ}$, respectively. The maximum differences are calculated as 49.12%, 37.37% and 51.50%, respectively. The maximum shear forces and bending moments are obtained for bridge deck at $0^{\circ}$. The maximum differences are calculated as 49.67%, and 49.15%, respectively. It is seen from the study that the variation of earthquake angle effect the structural performance of highway bridges considerably. But, there is not any specific earthquake angle of incidence for each structures or members which increases the value of internal forces of all structural members together. Each member gets its maximum value of in a specific angle of incidence.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2000년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Fall 2000
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• pp.364-371
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• 2000

The pseudo dynamic test has been carried out so as to investigate the seismic performance of RC bridge piers strengthened with and without glass fiber sheets. The Lessons from severe demage of many infrastructures in Kobe(1995) and Northridge(1996) earthquakes have emphasized the need to develop the retrofit measures to enhance flexural strength, ductility and shear strength of RC bridge piers nonseismically designed before 1992. Therefore, the objective of this experimental research is to investigate the seismic behavior of circular reinforced concrete bridge piers by the pseudo dynamic test. and then to enhance the ductility of concrete piers strengthening with glass fiber sheets in the plastic hinge region. 7 circular RC bridge piers were made in a 1/3.4 scale. Important test parameters are confinement steel ratio, retrofitting. load pattern, etc. The seismic behavior of circular concrete piers under artificial ground motions has been evaluated through strength and stiffness degradation, energy dissipation. It can be concluded that existing bridge piers wrapped with glass fibers in the plastic hinge regions could have enough seismic performance.