• Steel and Composite Structures
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• 제20권4호
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• pp.749-776
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• 2016

In this paper, a Performance Based Design (PBD) approach is validated for multi-storey concentrically braced frame (CBF) systems. Direct Displacement Based Design (DDBD) procedure is used and validated by designing 4- and 12-storey CBF buildings. Nonlinear time history analysis (NLTHA) is used to check the performance of the design methodology by employing different accelerograms having displacement spectra matching the design displacement spectrum. Displacements and drifts obtained from NLTHA are found to fall within the design displacement limits used in the DDBD procedure. In NLTHA, both tension and compression members are found to be resisting the base shear, $F_b$, not only the tension members as assumed in the design methodology and suggested by Eurocode 8. This is the reason that the total $F_b$ in NLTHA is found to be greater than the design shear forces. Furthermore, it is found that the average of the maximum ductility values recorded from the time history analyses for the 4-and 12-storey buildings are close to the design ductility obtained from the DDBD methodology and ductility expressions established by several researchers. Moreover, the DDBD is compared to the Forced Based Design (FBD) methodology for CBFs. The comparison is carried out by designing 4 and 12-storey CBF buildings using both DDBD and FBD methodologies. The performance for both methodologies is verified using NLTHA. It is found that the $F_b$ from FBD is larger than $F_b$ obtained from DDBD. This leads to the use of larger sections for the structure designed by FBD to resist the lateral forces.

• Smart Structures and Systems
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• 제22권5호
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• pp.495-508
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• 2018

Shape memory alloys (SMAs) exhibit superelasticity given the ambient temperature is above the austenite finish temperature threshold, the magnitude of which significantly depends on the metal ingredients though. For the monocrystalline CuAlBe SMAs, their superelasticity was found being maintained even when the ambient temperature is down to $-40^{\circ}C$. Thus this makes such SMAs particularly favorable for outdoor seismic applications, such as the framed structures located in cold regions with substantial temperature oscillation. Due to the thermo-mechanical coupling mechanism, the hysteretic properties of SMAs vary with temperature change, primarily including altered material strength and different damping. Thus, this study adopted the monocrystalline CuAlBe SMAs as the kernel component of the SMA braces. To quantify the seismic response characteristics at various temperatures, a wide temperature range from -40 to $40^{\circ}C$ are considered. The middle temperature, $0^{\circ}C$, is artificially selected to be the reference temperature in the performance comparisons, as well the corresponding material properties are used in the seismic design procedure. Both single-degree-of-freedom systems and a six-story braced frame were numerically analyzed by subjecting them to a suite of earthquake ground motions corresponding to the design basis hazard level. To the frame structures, the analytical results show that temperature variation generates minor influence on deformation and energy demands, whereas low temperatures help to reduce acceleration demands. Further, attributed to the excellent superelasticity of the monocrystalline CuAlBe SMAs, the frames successfully maintain recentering capability without leaving residual deformation upon considered earthquakes, even when the temperature is down to $-40^{\circ}C$.

• Steel and Composite Structures
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• 제36권2호
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• pp.163-177
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• 2020

Concentrically Braced Frames (CBFs) are commonly used in the construction of steel structures because of their ease of implementation, rigidity, low lateral displacement, and cost-effectiveness. However, the principal disadvantage of this kind of braced frame is the inability to provide deformation capacity (ductility) and buckling of bracing elements before yielding. This paper aims to present a novel Composite Buckling Restrained Fuse (CBRF) to be utilized as a bracing segment in concentrically braced frames that allows higher ductility and removes premature buckling. The proposed CBRF with relatively small dimensions is an enhancement on the Reduced Length Buckling Restrained Braces (RL-BRBs), consists of steel core and additional tensile elements embedded in a concrete encasement. Employing tensile elements in this composite fuse with a new configuration enhances the energy dissipation efficiency and removes the tensile strength limitations that exist in bracing elements that contain RL-BRBs. Here, the optimal length of the CBRF is computed by considering the anticipated strain demand and the low-cyclic fatigue life of the core under standard loading protocol. An experimental program is conducted to explore the seismic behavior of the suggested CBRF compare with an RL-BRB specimen under gradually increased cyclic loading. Moreover, Hysteretic responses of the specimens are evaluated to calculate the design parameters such as energy dissipation potential, strength adjustment factors, and equivalent viscous damping. The findings show that the suggested fuse possess a ductile behavior with high energy absorption and sufficient resistance and a reasonably stable hysteresis response under compression and tension.

• Steel and Composite Structures
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• 제42권4호
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• pp.539-552
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• 2022

Concentrically braced frames (CBFs) possess high stiffness and strength against lateral loads; however, they suffer from low energy absorption capacity against seismic loads due to the susceptibility of CBF diagonal elements to bucking under compression loading. To address this problem, in this study, an innovative damper was proposed and investigated experimentally and numerically. The proposed damper comprises main plates and includes a flange plate angled at θ and a trapezius-shaped web plate surrounded by the plate at the top and bottom sections. To investigate the damper behaviour, dampers with θ = 0°, 30°, 45°, 60°, and 90° were evaluated with different flange plate thicknesses of 10, 15, 20, 25 and 30 mm. Dampers with θ = 0° and 90° create rectangular-shaped and I-shaped shear links, respectively. The results indicate that the damper with θ = 30° exhibits better performance in terms of ultimate strength, stiffness, overstrength, and distribution stress over the damper as compared to dampers with other angles. The hysteresis curves of the dampers confirm that the proposed damper acts as a ductile fuse. Furthermore, the web and flange plates contribute to the shear resistance, with the flange carrying approximately 80% and 10% of the shear force for dampers with θ = 30° and 90°, respectively. Moreover, dampers that have a larger flange-plate shear strength than the shear strength of the web exhibit behaviours in linear and nonlinear zones. In addition, the over-strength obtained for the damper was greater than 1.5 (proposed by AISC for shear links). Relevant relationships are determined to predict and design the damper and the elements outside it.

• Korean Journal of Radiology
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• 제20권6호
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• pp.985-996
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• 2019

Objective: To determine the correlation between cerebral blood flow (CBF) on arterial spin labeling (ASL) MRI and the degree of postoperative revascularization assessed on digital subtraction angiography in children with moyamoya disease (MMD). Materials and Methods: Twenty-one children (9 boys and 12 girls; mean age, 8.4 ± 3.6 years; age range, 3-16 years) with MMD who underwent both pseudocontinuous ASL MRI at 1.5T and catheter angiography before and after superficial temporal artery encephaloduroarteriosynangiosis were included in this retrospective study. The degree of revascularization in the middle cerebral artery (MCA) territory was evaluated on external carotid angiography and was graded on a 3-point scale. On ASL CBF maps, regions of interest were manually drawn over the MCA territory of the operated side at the level of the centrum semi-ovale and over the cerebellum. The normalized CBF (nCBF) was calculated by dividing the CBF of the MCA territory by the CBF of the cerebellum. Changes in nCBFs were calculated by subtracting the preoperative nCBF values from the postoperative nCBF values. The correlation between nCBF changes measured with ASL and the revascularization grade from direct angiography was evaluated. Results: The nCBF value on the operated side increased after the operation (p = 0.001). The higher the degree of revascularization, the greater the nCBF change was: poor revascularization (grade 1), -0.043 ± 0.212; fair revascularization (grade 2), 0.345 ± 0.176; good revascularization (grade 3), 0.453 ± 0.182 (p = 0.005, Jockheere-Terpstra test). The interobserver agreement was excellent for the measured CBF values of the three readers (0.91-0.97). Conclusion: The nCBF values of the MCA territory obtained from ASL MRI increased after the revascularization procedure in children with MMD, and the degree of nCBF change showed a significant correlation with the degree of collateral formation evaluated via catheter angiography.

• Investigative Magnetic Resonance Imaging
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• 제8권1호
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• pp.17-23
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• 2004

목적 : 이차원 위상대조 자기공명영상을 이용하여 나이변화와 뇌실질 부피변화 및 혈관이상의 정도에 따른 총뇌혈류량의 변화를 알고자 하였다. 대상 및 방법 : 12명의 지원자를 포함한 73명을 대상으로 T2강조 영상과 Time-of-flight 방법의 자기공명혈관촬영과 이차원 위상대조 자기공명영상을 얻었다. 정상군은 지원자 12명과 자기공명영상 및 자기공명혈관촬영에서 정상소견을 보인 21명으로서 이들은 18-29세, 30-49세, 50-66세 군으로 나누었다. 비정상군은 T2강조영상의 뇌실질부피 변화정도와 자기공명 혈관촬영의 동맥경화 정도에 따라 mild reduction군(17명) , marked reduction군(12명)으로 나누었고, 뇌실질이 증가한 increased volume군(6명)과 Moya-moya군(5명)으로 분류하였다 뇌혈류는 위상대조 자기공명영상의 속도-혈류 곡선으로부터 양쪽 내경동맥과 추골동맥에서 측정하고 합하여 뇌의 총뇌혈류량으로 하였으며, 각군 사이의 혈류량을 비교 관찰하였다. 결과 정상군의 총뇌혈류량은 18-29세군은$12.0{\pm}2.1ml/sec$, 30-49세군은 $11.8{\pm}1.9m1/sec$, 50-66세군은 $10.9{\pm}2.2ml/sec$였다. 비정상군 중에서 mild reduction 군은 $9.5{\pm}2.5ml/sec$, marked reduction 군은 $7.6{\pm}2.0ml/sec$, increased volume군은 $7.3{\pm}1.2ml/sec$, Moya-moya군은 $7.0{\pm}1.1ml/sec$였다. 결론 : 총뇌혈류량은 나이 증가에 따라 감소하였고, 뇌실질부피 감소와 동맥경화 정도에 따라 감소하였으며 increased volume군과 Moya-moya군에서도 감소하였다. 이차원 위상대조 자기공명영상은 나이변화나 뇌실질의 부피변화와 혈관이상을 초래하는 다양한 뇌질환에서 총뇌혈류량을 관찰할 수 있는 유용한 방법이라고 생각된다.

• Journal of Microbiology and Biotechnology
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• 제16권8호
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• pp.1269-1275
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• 2006

The selection of multienzyme complex-producing bacteria under aerobic condition was conducted for improving the degradation of lignocellulosic substances. The criteria for selection were cellulase and xylanase enzyme production, the presence of cellulose-binding domains and/or xylan-binding domains in enzymes to bind to insoluble substances, the adhesion of bacterial cells to insoluble substances, and the production of multiple cellulases and xylanases in a form of a high molecular weight complex. Among the six Bacillus strains, isolated from various sources and deposited in our laboratory, Paenibacillus curdlanolyticus B-6 strain was the best producer of cellulase and xylanase enzymes, which have both cellulose-binding factors (CBFs) and xylan-binding factors (XBFs). Moreover, multiple carboxymethyl cellulases (CMCases) and xylanases were produced by the strain B-6. The zymograms analysis showed at least 9 types of xylanases and 6 types of CMCases associated in a protein band of xylanase and cellulase with high molecular weight. These cells also enabled to adhere to both avicel and insoluble xylan, which were analyzed by scanning electron microscopy. The results indicated that the strain B-6 produced the multienzyme complex, which may be cellulosome or xylanosome. Thus, P. curdlanolyticus B-6 was selected to study the role and interaction between the enzymes and their substrates and the cooperation of multiple enzymes to enhance the hydrolysis due to the complex structure for efficient cellulases and xylanases degradation of insoluble polysaccharides.

• 한국강구조학회 논문집
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• 제27권3호
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• pp.323-332
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• 2015

특수중심가새골조(Special Concentrically Braced Frames)는 우수한 경제성, 비탄성 변형 능력, 연성 등의 이점 때문에 횡하중 저항 시스템으로써 다양한 구조물에 적용하고 있다. 이러한 이점으로 국내 외 연구진의 특수중심가새골조에 대한 연구가 지속적으로 진행되어 설계법과 기준이 비약적으로 발전한 반면에, 과거에 설계된 중심가새골조의 내진 성능에 대한 연구는 미약하다. 특히, 1988년 이전에 설계된 중심가새골조는 현재 기준과 비교하여 상대적으로 적은 설계요구를 반영하였기 때문에 내진 거동에 대한 평가가 시급한 실정이다. 본 연구에서는 이러한 중심가새골조를 비내진중심가새골조(Non-Seismic Concentrically Braced Frames)라 칭하고, 워싱턴대학교에서 실시된 사례 조사를 토대로 비내진중심가새골조의 대표적인 접합부인 쉬어탭 공유 용접접합부를 갖는 골조의 내진 거동에 대한 유한요소모델을 제시하고 검증하였다. 이 모델을 이용하여 특수중심가새골조와 대비되는 비내진중심가새골조의 연성 능력, 강도, 비탄성 변형 능력에 대해 규명하여 내진 성능을 평가하였다.

• 한국강구조학회 논문집
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• 제22권1호
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• pp.1-12
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• 2010

현행 강구조내진설계철학의 근거인 역량설계법(capacity design method)에 의할 때 중심가새골조의 에너지 소산요소인 가새가 인장항복하고 압축좌굴 할 때 보와 기둥은 탄성상태를 유지해야 한다. 중심가새골조의 대표적 형식인 역V형 가새골조의 경우 가새가 좌굴하면 인장가새와 압축가새 사이에 수직불균형력이 발생하여 보와 기둥에 추가적인 하중이 가해지므로 이를 반영하여 보 및 기둥 부재를 탄성설계해야 한다. 지진하중 발생시에 모든 가새가 동시에 좌굴하지 않는다는 것은 잘 알려져 있지만, 특정층의 좌굴발생 유무를 정확히 예견하는 방법은 아직 존재하지 않는다. 따라서 현행 설계기준에서는 모든 층에서의 동시 좌굴을 가정하여 보수적으로 설계하거나 시스템초과강도계수로 증폭된 특별지진하중에 대해 기둥부재를 탄성설계하는 경험적이고 우회적인 방법을 제시하고 있다. 이를 개선하기 위한 첫 번째 단계는 우선 지진 내습시에 좌굴발생이 예견되는 층을 정확히 예측하는 것이다. 본 논문에서는 1차모드 푸쉬오버해석, 고차모드 푸쉬오버해석, 선형고유치해석에 의해 좌굴층을 예측한 후 이를 토대로 가새좌굴이 기둥에 가하는 축력을 산정하는 세 가지의 새로운 방법, 즉 FMPM(First Mode Pushover Method), MMPM (Multi-Mode Pushover Method), MSBM(Mode Shape Based Method)을 제안하였다. 이 세 가지 방안의 핵심은 좌굴 포텐셜이 높은 것으로 감지된 층의 수직불균형력은 선형합산하고 그렇지 않은 층의 수직불균형력은 SRSS(square root of sum of squares)법에 의해 조합하여 기둥에 가해지는 축력을 산정하는 것이다. 3층에서 15층에 이르는 5개의 골조모델에 대해 20개 지진가속도기록을 입력으로 한 방대한 비선형동적해석을 수행하여 제시한 방안의 타탕성을 검증하였다. 세 방법에 의한 기둥설계 결과는 모두 현행 설계기준의 방법보다 기둥의 물량을 대폭 줄이면서도 기둥부재가 탄성상태를 유지하여 역량설계법의 철학을 만족시켰다. 특히 MSBM은 간단한 선형 고유치해석결과만을 이용하지만 본 연구에서 가장 정확한 축력산정법인 MMPM과 큰 차이를 보이지 않을 정도로 정확하다. 실무 여건에서도 사용 가능한 방법으로 MSBM을 추천한다.