• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2012년도 춘계학술대회 논문집
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• pp.1151-1152
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• 2012

• Structural Engineering and Mechanics
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• 제64권3호
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• pp.301-310
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• 2017

For further development of passive control systems to dissipate larger seismic energy and prevent the structures from earthquake losses, this paper proposes an innovative two-level control system to improve behavior of chevron braced steel frames. Combining two Knee Braces, KB, and a Vertical Link Beam, VLB, in a chevron braced frame, this system can reliably sustain main shock and aftershocks in steel structures. The performance of this two-level system is examined through a finite element analysis and quasi-static cyclic loading test. The cyclic performances of VLB and KBs alone in chevron braced frames are compared with that of the presented two-level control system. The results show appropriate performance of the proposed system in terms of ductility and energy dissipation in two different excitation levels. The maximum load capacity of the presented system is about 30% and 17% higher than those of the chevron braced frames with KB and VLB alone, respectively. In addition, the maximum energy dissipation of the proposed system is about 78% and 150% higher than those of chevron braced frames with VLB and KB respectively under two separate levels of lateral forces caused by different probable seismic excitations. Finally, high performance under different earthquake levels with competitive cost and quick installation work for the control system can be found as main advantages of the presented system.

• Steel and Composite Structures
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• 제16권1호
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• pp.1-21
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• 2014

Knee Braced Frame (KBF) is a special form of ductile eccentrically braced frame having a diagonal brace connected to a knee element, as a hysteretic damper, instead of beam-column joint. This paper first presents an experimental investigation on cyclic performance of two knee braced single span one-story frame specimens. The general test arrangement, specimen details, and most relevant results (failure modes and hysteretic curves) are explained. Some indexes to assess the seismic performance of KBFs, including ductility; response reduction factor and energy dissipation capabilities are also subsequently discussed. Experimental results indicate that the maximum equivalent damping ratios achieved by test frames are 21.8 and 23% for the specimens, prior to failure. Finally, a simplified analytical model is derived to predict the bilinear behavior of the KBFs. Acceptable conformity between analytical and experimental results proves the accuracy of the proposed model.

• 복식문화연구
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• 제31권5호
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• pp.692-704
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• 2023

This study analyzed 214 sports knee braces found on Chinese websites between October 2022 and November 2022 to assess product type (impact protection material, fastening method, and protection method), material composition, size, weight, and main characteristics. The product type was further categorized according to (1) use of hard guard and soft guard protection method; (2) cover type, strap type, and slip-on type fastening method; and (3) pressure type and support type protection method. It also noted the physical shock protection materials used, including foam (EVA or polyurethane) attached to joints as a buffer material and plastic (TPU or PP) that protects the user's knee from external impacts. The study found that the materials that primarily comprise sports knee braces are a combination of nylon, polyester, and neoprene. Additionally, it found that most sports knee braces available on the market are available in three sizes based on knee circumference: M (35-38cm), L (38-41cm), and XL (41-44cm), while some products are available in one size only. Furthermore, the majority of the 214 products studied weighed 200g, followed by 1,000g. Finally, in terms of product characteristics, many sports knee braces utilize ring-shaped silicone pads to distribute the load pressure on the knees or incorporate sturdy adhesive velcro to improve knee stability.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2002년도 추계 학술발표회 논문집
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• pp.274-281
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• 2002

In this study a analytical model for a structure with buckling-restrained unbonded knee-braces is proposed, and a performance-based seismic design procedure for such a system Is provided. The proposed structure system has advantage of simplifying the structural design procedure in that the hinge-connected main structural members, such as beams and columns, are designed only for gravity loads, and all the lateral seismic load is resisted by the braces. The design procedure is based on the concept of equivalent damping, and is implemented to the capacity spectrum method. Parametric study is performed with design variables such as yield stress and cross-sectional area of knee-braces to find out proper slope of the braces.

• 한국의류산업학회지
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• 제25권2호
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• pp.221-229
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• 2023

This study aims to develop knee protectors that provide high safety and fitness, while incorporating a motion-adaptable 3D-printed pad. These protectors were evaluated by individuals who experience knee discomfort or pain. The results are as follows. First, the 3Dprinted pad design of a hexagonal mesh structure, which is modeled for excellent appearance and knee movement. Each unit of the mesh has a outer layer of 2mm thick, a spacer layer of 1 mm in diameter, and is connected by a 1.5 mm bridge. The bridge was extended up to 1.2 cm. Second, the knee brace was designed in three types - cylinder, strap, and combination by Universal design. Impact protection measurements of the three knee protectors demonstrated roughly 80% reduction in impact. Third, based on usability evaluation, cylinder type protectors have the highest ratings in most areas, primarily because of their ease of use. The strap type protector received positive reviews in terms of appearance and care, and the combination type provided stable knee protection. This study demonstrated the potential industrial application of 3D printing technology by designing and evaluating protective products for the human body. The results of this study are expected to aid knee protector manufacturers in developing practical products and promoting the development of protective equipment for other body parts or purposes.

• 대한정형외과 초음파학회지
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• 제1권2호
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• pp.73-77
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• 2008

목적: 슬관절의 내측 측부 인대 손상으로 인한 내측 불안정의 정도 측정 시에 초음파를 이용하여 내반 및 외반 상태에서 동적으로 측정하는 기법을 기술하고자 한다. 대상 및 방법: 2008년 1월부터 2008년 4월까지 내측 측부 인대의 손상이 있었던 7예를 대상으로 하였다. 추시 관찰 시에 손상 직후 운동제한 보조기(limited motion brace)를 착용시켜 보존적 치료를 시행하였고 수상 직후, 6주 및 12주에 초음파로 내측 불안정성의 치유 경과를 관찰하였다. 평가는 슬관절을 30도 굴곡시키고 내반 및 외반 상태에서 대퇴골의 내측f 상과의 직하부에서 경골의 골 기시부까지의 거리를 계측하였다. 결과: 초음파 이용 시 내측 상과(medial epicondyle) 직하부에 골피(cortex)가 직선으로 내려가기 시작하는 부위와 경골 근위부의 관절 연골 둥근 부분 직하부의 골피 시작 부위 사이의 거리를 계측하였고 내반 및 외반은 하지 중력 만을 이용한 생리적 상태로 초음파 시야를 조정하면서 동적으로 측정하여 항상성 있는 결과를 얻을 수 있었다. 결론: 초음파는 내측 불안정의 정도 평가 시에 내측 측부 인대의 추가 손상 없이 내반 및 외반의 동적 상태로 측정할 수 있는 방법이다.

• 한국지진공학회논문집
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• 제16권2호
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• pp.47-60
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• 2012

우리나라의 건축법 시행령에서는 3층 미만 그리고 연면적 $1000m^2$ 미만의 건축물을 소규모 건축물로 정의하고 있으며 내진설계 적용 대상 범위에서 제외하고 있다. 하지만 소규모 건축물에 거주하는 인구의 비율이 상당하다는 사실을 고려할 때, 소규모 건축물의 내진성능을 확보하는 것은 지진 재해 경감에 있어서 중요한 부분이라고 할 수 있다. 이 논문에서는 2층 철골 건물에 비좌굴 Knee가새를 적용한 예제 연구를 통해서 소규모 건물의 내진보강 전략에 대한 연구를 수행하였다. 확률론적 내진성능 목표를 바탕으로 가새의 상세를 결정하였고, 이를 위해서 다양한 구조적 특성에 대한 취약성 분석 결과를 즉시 구해서 비교할 수 있는 취약성 등고선을 이용하였다. 기존에 수행된 실험적, 해석적 연구결과를 바탕으로 75개의 BRKB모델을 개발하였으며, 이 중에서 예제 건축물에 대한 BRKB의 가장 효과적인 보강 방안은 취약성 곡선을 이용한 내진성능의 검증과 강재의 무게를 바탕으로 결정하였다. 본 연구를 통해서 취약성 등고선을 이용한 내진성능평가 방법이 확률론적 내진성능목표를 바탕으로 한 보강전략수립에 효율적으로 사용될 수 있는 것으로 나타났다.

• 대한족부족관절학회지
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• 제23권4호
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• pp.212-215
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• 2019

Symptomatic neuromas after amputation can be troublesome to treat and make it difficult to properly fit a brace. Surgical management is required when conservative management such as prosthetic socket modification or local injections fail. However, small cutaneous nerves adhere to adjacent soft tissue and they are difficult to locate. The authors suggest that ultrasonography guided tattoo localization using a charcoal suspension is useful to find a visually indistinguishable neuroma.

• Steel and Composite Structures
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• 제26권5호
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• pp.635-647
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• 2018

In order to improve the efficiency of the Reinforced Concrete, RC, structures against progressive collapse, this paper proposes a procedure using alternate path and specific local resistance method to resist progressive collapse in intermediate RC frame structures. Cap truss consists of multiple trusses above a suddenly removed structural element to restrain excessive collapse and provide an alternate path. Steel strut is used as a brace to resist compressive axial forces. It is similar to knee braces in the geometry, responsible for enhancing ductility and preventing shear force localization around the column. In this paper, column removals in the critical position at the first story of two 5 and 10-story regular buildings strengthened using steel strut or cap truss are studied. Based on nonlinear dynamic analysis results, steel strut can only decrease vertical displacement due to sudden removal of the column at the first story about 23%. Cap truss can reduce the average vertical displacement and column axial force transferred to adjacent columns for the studied buildings about 56% and 61%, respectively due to sudden removal of the column. In other words, using cap truss, the axial force in the removed column transfers through an alternate path to adjacent columns to prevent local or general failure or to delay the progressive collapse occurrence.