• 물과 미래
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• 제55권10호
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• pp.62-71
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• 2022

• 한국산학기술학회논문지
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• 제11권12호
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• pp.4774-4779
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• 2010

군수제품 생산업체 및 조달업체를 대상으로 국방규격 및 인용표준 규격에 대한 활용실태와 내용에 대한 유효화(최신화) 확인 방식에 대한 설문조사를 실시하였다. 각 업체별로 보유 또는 활용하고 있는 표준 규격 수를 살펴보면, KS, 국방규격, 미국 군사규격의 순으로 많이 보유하였으며, KS 구입을 위해서는 연간 40만원을, 해외 표준 규격 구입을 위해서 연간 133만원을 지불하는 것으로 조사되었다. 한편, 해외 표준 규격은 언어적인 문제, 정보 접근방식의 모호성, 표준 관련기관의 부재 등으로 인해 KS나 국방규격에 비해 상대적으로 수동적으로 최신 정보를 얻고 있었다. 또한, 설문대상 업체에서는 국방규격 정비(인용규격 최신화 및 KS 부합화) 및 관련 DB 검색 서비스 제공에 대한 요구도가 매우 높아, 보다 효과적인 국방규격 통합 관리시스템 마련이 시급한 것으로 조사되었다.

• 한국마린엔지니어링학회:학술대회논문집
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• 한국마린엔지니어링학회 2011년도 전기공동학술대회 논문집
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• pp.182-182
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• 2011

This paper dealt with a design guide of LED luminaire standard for naval vessels. Several standards such as Korean Industrial Standard (KS), Korea Defence Standard (KDS) and US Military Standard (MIL) were compared in terms of safety and performance of lighting fixtures. The electrical and optical characteristics of the FL fixtures were experimentally analyzed to acquire design rules for LED luminaires. Based on the study results, we proposed the concept of a LED luminaire standard.

• 한국산업융합학회 논문집
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• 제25권4_2호
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• pp.611-619
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• 2022

In this study, the seismic performance of low - rise piloti buildings with concentric core (shear wall) position is analysed and reviewed based on KDS 41. The prototype is selected among the constructed low - rise piloti buildings with concentric core designed based on KBC 2005 which was used for many low - rise piloti buildings construction. The seismic performance of the building shows plastic behavior in X-direction and elastic behavior in Y-direction. The inter-story drift is lager than that of concentric core case and is under the maximum allowed drift ratio. The displacement ratio of first story is much lager the that of upper stories, and the frame structure in the first story is evaluated as vulnerable to lateral force. Therefore, low - rise piloti buildings with concentric core need the diminishment of lateral displacement and reinforcement of lateral resistance capacity in seismic design and seismic retrofit.

• 한국농공학회지
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• 제63권4호
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• pp.9-18
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• 2021

• 대한토목학회논문집
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• 제40권5호
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• pp.509-520
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• 2020

현행 내진설계 일반(KDS 17 10 00)에 따르면 내진설계 시 사용하는 입력지진파에 대한 기준이 명확히 제시되어 있고 실지진파에 대해서는 표준설계응답스펙트럼에 맞추어 보정하도록하고 있으나, 실지진파 선택에 따른 영향이 사전에 평가되지 않아 지진파 선택 시 어려움이 있다. 본 연구에서는 국내외에서 발생한 실지진파에 대하여 국내 설계기준이 제시하는 표준설계응답스펙트럼에 부합하도록 보정한 후, 수치해석을 통하여 필댐의 침하량 변화를 평가하였다. 그 결과 댐 하단에 작용하는 자유장 가속도의 영향보다 댐 마루에서의 최대가속도, 댐제체를 통한 증폭 특성등 제체 상부의 거동이 침하량에 가장 큰 영향을 미치는 것으로 나타났다. 또한, 동일한 표준설계응답스펙트럼으로 보정한 입력지진파일지라도 초기 실지진파와 댐 제체에서의 증폭 특성에 따라 침하량이 달리 평가될 수 있음을 확인하였다.

• Journal of Advanced Marine Engineering and Technology
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• 제35권5호
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• pp.654-660
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• 2011

본 논문에서는 함정용 노출 방수형 형광등기구 대체를 위한 LED 조명기구의 설계방안에 대하여 연구하였다. 조명기구에 대한 한국산업규격(KS), 국방규격(KDS) 및 미국방규격(MIL)의 안전 및 성능 요구사항을 비교하였다. LED 등기구의 설계기준을 도출하기 위하여 기존 형광등기구의 소비전력, 총광량 및 배광 등 전기 광학적 특성을 실험적으로 분석하였다. 기존 조명기구의 성능을 기초하여 4가지 LED 조명기구를 시제작하였다. 기존 형광등에 비해 소비전력은 44~51 [%] 절감되고, 총광속은 8~13 [%] 증가하는 함정용 LED 조명기구의 설계방안을 제시하였다.

• Archives of Plastic Surgery
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• 제41권5호
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• pp.562-570
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• 2014

Background Knee disarticulations (KD) are most commonly employed following trauma or tumor resection but represent less than 2% of all lower extremity amputations performed in the United States annually. KDs provide enhanced proprioception, a long lever arm, preservation of adductor muscle insertion, decreased metabolic cost of ambulation, and an end weight-bearing stump. The role for KDs in the setting of arterial insufficiency or overwhelming infection is less clear. The purpose of this study is to describe technique modifications and report surgical outcomes following KDs at a high-volume Limb Salvage Center. Methods A retrospective study of medical records for all patients who underwent a through-knee amputation performed by the senior author (C.E.A.) between 2004 and 2012 was completed. Medical records were reviewed to collect demographic, operative, and postoperative information for each of the patients identified. Results Between 2004 and 2012, 46 through-knee amputations for 41 patients were performed. The mean patient age was 68 and indications for surgery included infection (56%), arterial thrombosis (35%), and trauma (9%). Postoperative complications included superficial cellulitis (13%), soft tissue infection (4%), and flap ischemia (4%) necessitating one case of surgical debridement (4%) and four transfemoral amputations (9%). 9 (22%) patients went on to ambulate. Postoperative ambulation was greatest in the traumatic cohort and for patients less than 50 years of age, P<0.05. Alternatively, diabetes mellitus and infection reduced the likelihood of postoperative ambulation, P<0.01. Conclusions Knee disarticulations are a safe and effective alternative to other lower extremity amputations when clinically feasible. For patient unlikely to ambulate, a through-knee amputation maximizes ease of transfers, promotes mobility by providing a counterbalance, and eliminates the potential for knee flexion contracture with subsequent skin breakdown.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제6권9호
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• pp.2442-2454
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• 2012

To ensure the security of wireless sensor networks, it is important to have a robust key management scheme. In this paper, we propose a Quorum-based key management scheme. A specific sensor, called as key distribution server (KDS), generates a key matrix and establishes a quorum system from the key matrix. The quorum system is a set system of subsets that the intersection of any two subsets is non-empty. In our scheme, each sensor is assigned a subset of the quorum system as its pre-distributed keys. Whenever any two sensors need a shared key, they exchange their IDs, and then each sensor by itself finds a common key from its assigned subset. A shared key is then generated by the two sensors individually based on the common key. By our scheme, no key is needed to be refreshed as a sensor leaves the network. Upon a sensor joining the network, the KDS broadcasts a message containing the joining sensor ID. After receiving the broadcast message, each sensor updates the key which is in common with the new joining one. Only XOR and hash operations are required to be executed during key update process, and each sensor needs to update one key only. Furthermore, if multiple sensors would like to have a secure group communication, the KDS broadcasts a message containing the partial information of a group key, and then each sensor in the group by itself is able to restore the group key by using the secret sharing technique without cooperating with other sensors in the group.

• Journal of the Korean Wood Science and Technology
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• 제51권1호
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• pp.58-66
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• 2023

In light-frame timber construction, the shear wall is one of the most important components that provide resistance to lateral loads such as earthquakes or winds. According to KDS (Korea Design Standard) 42 50 10, shear walls are to be constructed using wood-based structural sheathing, with studs connected by 8d nails spaced 150 mm along the edge and 300 mm in the field. Even though small-scale residential timber building can be designed to exhibit seismic resistance using light-frame timber shear walls in accordance with KDS 42 50 10, only the abovementioned standard type of timber shear wall is available. Therefore, more types of timber shear walls composed of various materials should be tested to measure their seismic resistance, and the results should be incorporated into the future revision of KDS 42 50 10. In this study, the seismic resistance of shear walls composed of structural timber studs and wood-based structural sheathing with reinforced nailing is tested to evaluate the effects of the reinforcement. For the nailing reinforcement, shear wall specimens are constructed by applying nail spacings of 75-150 mm and 50-100 mm. For the shear wall specimens with one sheathing and reinforced nailing, the shear strengths are 1.7-2.0 times higher than that of the standard shear wall (nail spacing of 150-300 mm). The shear strength of the shear walls with sheathing on both sides is 2.0-2.7 times higher than that of the standard shear wall.