• 한국구조물진단유지관리공학회 논문집
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• 제15권5호
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• pp.82-91
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• 2011

본 연구에서는 콘크리트 매입앵커시스템 설계코드인 ACI 349-01에 제시되지 않은 직경 50mm(2") 이상 유효매입깊이($h_{ef}$) 635mm(25") 이상의 대형 매입앵커시스템에서 전단 파열파괴 성능과 거동특성을 파악하기 위하여 24개의 실규모 시험을 하였다. 시험변수로는 앵커볼트의 직경($d_0$=63.5, 76.2, 88.9mm), 앵커볼트의 매입깊이($h_{ef}$=635, 762mm), 연단거리($c_1$=381, 508, 762mm) 그리고 콘크리트강도($f_{ck}$= 38MPa)로 하였다. 예측식인 $V_{aci06}$과 $V_{ccd}$는 시험결과($V_{test}$)를 과대평가하는 것으로 나타났다. 앵커볼트직경($d_0$) 50mm(2")이상, 유효매입깊이($h_{ef}$) 635mm(25")이상의 대형앵커시스템에서 앵커볼트직경 변화시험과 유효매입깊이 변화시험은 앵커시스템의 전단성능에 영향이 없는 것으로 나타났다. 그러나, 대형 앵커리지시스템의 연단거리와 앵커볼트의 직경에 대한 형상비에 의한 분석결과 형상비가 작아질수록(앵커볼트의 직경이 커질수록) 시험결과에 대한 예측식의 비가 커지는 것으로 분석되었다. 이는 앵커볼트의 직경이 전단강도 저하의 직접적인 원인인 것으로 밝혀졌다. 설계기준에 대한 적절한 개선을 위해서는 더 많은 이론적, 해석적 연구가 필요하다.

• 한국전산구조공학회논문집
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• 제25권3호
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• pp.237-243
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• 2012

5MW급 풍력발전용 기어박스의 효율적인 구조해석과 근사모델을 생성하여 경량화를 위한 형상 최적설계를 수행하였다. 풍력발전용 기어박스의 구조는 기어 트레인, 축, 베어링, 하우징과 같이 복잡한 구성요소로 이루어져 있어 구조해석에 많은 요소 수를 요구하고 있다. 본 연구에서는 헬리컬 기어의 치강성 계수를 고려한 효과적인 기어박스의 구조해석 모델을 생성하였다. 치강성 계수를 사용한 유성 기어열은 상대적으로 적은 요소 수와 해석시간으로도 전체 기어박스 시스템의 구조해석과 형상 최적화를 가능케 한다. 치강성을 이용한 단순화된 해석모델과 근사모델을 적용하여 하우징 무게에 영향이 큰 부위의 두께를 설계변수로 설정하여 케이스 최적설계안을 도출하였으며, 최적설계를 위해 사용된 근사모델의 신뢰성과 최적 기어박스 하우징 형상의 수치해석을 통해 타당성을 검증하였다.

• Structural Engineering and Mechanics
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• 제85권6호
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• pp.793-808
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• 2023

Türkiye is located in a region where destructive earthquakes are frequently experienced due to its geological characteristics and geographical location. Therefore, considering the possibility of a devastating earthquake at any time, determining the reinforced concrete (RC) building seismic safety, constructed before or after the current seismic buildings code, is one of the most important issues to be completed firstly. For this purpose, rapid assessment methods developed to quickly determine the seismic safety of buildings are available in the literature. Comparison of the principles of Principles of the Determination of Risky Structures-2019, Column and Wall Index Method, P25 Scoring Method and Improved Discriminant Analysis Method, which are among these methods, have been aimed within the scope of this study. Within the scope of this paper, a total of 43 buildings in the Yalova/Çınarcık region of Türkiye that the damage level was determined by street observation method immediately after the 1999 Kocaeli (Izmit) Earthquake; 15 buildings with heavy damage and 28 buildings with moderate damage were examined by rapid assessment methods. Although the risk detection difference was not separated as a clear line in any of the methods used, the results obtained from the rapid assessment methods are evaluated as being compatible with the detected after earthquake structural seismic behavior of the buildings. The PDRS-2019 and column and wall index method gave the most approximate results. In the results obtained from the analyzes; structural features such as number of floors, frame continuity, soft/weak story irregularity, effective shear strength area, existence of heavy overhangs in plan, type of structural system have been found to be significantly effective on the earthquake behavior of buildings.

• 한국CDE학회논문집
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• 제15권2호
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• pp.124-135
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• 2010

PLM(Product Lifecycle Management) is one of innovative manufacturing paradigms which leverages e-business technologies to allow a company's product content to be developed and integrated with all company business process through the extended enterprise. In these days, most construction companies also make an effort to enhance their systems for creating, sharing and managing information to improve business efficiency through entire lifecycle of project execution. Because of different needs, business process and diverse engineering activities such as design, structural analysis, installing simulation, documents and data managements, a new paradigm for construction companies is needed to manage and share the entire workflow, and information in total project lifecycle. In this paper, we conducted user requirement and business process analysis of constructions to design C-PLM system which is a PLM system for effective management of civil project and engineering activities. Also, we implement C-PLM system based on commercial PDM system, and applied it to civil project as case studies.

• 한국IT서비스학회지
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• 제14권3호
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• pp.117-129
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• 2015

For the continuous growth of firms, the contributions of effective risk management system are required. This research analyzes the impact on the firm's performance related to risk management structure which includes the risk management system, risk management activity and risk management competency. In this research, the structural equation model considering the variable which contains enterprise risk management system, risk management activity and risk management competency was suggested. Also risk management organization and management procedures are identified as in enterprise risk management system. The implementation activity and control activity were the factors related in risk management activity. And risk management competency can be described as the response level of managing risk in outside and inside the firms' environment. Finally this model was analysed empirically for 112 firms in Korea using SPSS 18.0 and Amos 16.0. As the results, the suggested hypothesis were adopted. So as to manage risk performance for their firms, the development of systematic Risk Management Framework is important for their risk management activity and risk management competency. Ultimately, we can conclude that the focusing to the systematic risk management approach could be effective on the firm's risk management performance.

• Computers and Concrete
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• 제9권2호
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• pp.99-118
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• 2012

Marine Structures are very costly and need a continuous inspection and maintenance routine. The most effective way to control the structural health is the application of an expert system that can evaluate the importance of any distress on the structure and provide a maintenance program. An extensive literature review, interviews with expert supervisors and a national survey are used to build a decision support system for concrete structures in sea environment. Decision trees are the main rules in this system. The system input is inspection information and the system output is the main cause(s) of distress(es) and the best repair method(s). Economic condition, severity of distress, distress situation, and new technologies and the most repeated classical methods are considered to choose the best repair method. A case study demonstrates the application of the developed decision support system for a type of marine structure.

• 한국전산구조공학회논문집
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• 제22권1호
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• pp.53-63
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• 2009

초고층건물의 구조설계에 고강도강재를 활용하는 것은 수직 부재 크기의 감소로 인한 건축 계획적 측면의 용이성 그리고 골조 물량의 감소로 인한 구조 및 시공 측면에서의 비용적 효율성 등이 예상되지만 적용사례 부족 및 합리적 설계 방법의 부재 등의 이유로 인해 고강도강재는 일부 건축물에서 제한적으로 사용피고 있다. 특히, 많은 부재로 구성되는 초고층 건물에서 강재의 적절한 강도를 고려한 경제적 단면 성능의 결정은 결코 쉬운 일이 아니다. 이러한 이유로 인해 최근 많은 초고층건물들은 콘크리트를 이용하여 계획되거나 시공되고 있다. 그러므로 본 논문에서는 초고층건물 구조설계에서 강재의 적절한 강도와 사용위치를 합리적으로 결정하여 구조비용을 최소화할 수 있는 초고층건물 구조비용 최적화기법을 개발하였다. 개발된 최적설계기법을 건물골조시스템의 35층 건물의 구조 설계에 적용하여 효율성과 적용성을 평가하였다. 적용 결과, 제안된 최적설계기법은 설정된 제약조건을 만족시키며 최적의 구조비용을 안정적으로 산출할 수 있음을 확인할 수 있었다.

• Structural Engineering and Mechanics
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• 제62권5호
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• pp.619-629
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• 2017

This paper focuses on the study of complete dynamic modeling and maximum dynamic load carrying capacity computation of N-flexible links and N-flexible joints mobile manipulator undergoing large deformation. Nonlinear dynamic analysis relies on the Timoshenko theory of beams. In order to model the system completely and precisely, structural and joint flexibility, nonlinear strain-displacement relationship, payload, and non-holonomic constraints will be considered to. A finite element solution method based on mixed method is applied to model the shear deformation. This procedure is considerably more involved than displacement based element and shear deformation can be readily included without inducing the shear locking in the element. Another goal of this paper is to present a computational procedure for determination of the maximum dynamic load of geometrically nonlinear manipulators with structural and joint flexibility. An effective measure named as Moment-Height Stability (MHS) measure is applied to consider the dynamic stability of a wheeled mobile manipulator. Simulations are performed for mobile base manipulator with two flexible links and joints. The results represent that dynamic stability constraint is sensitive when calculating the maximum carrying load. Furthermore, by changing the trajectory of end effector, allowable load also changes. The effect of torsional spring parameter on the joint deformation is investigated in a parametric sensitivity study. The findings show that, by the increase of torsional stiffness, the behavior of system approaches to a system with rigid joints and allowable load of robot is also enhanced. A comparison is also made between the results obtained from small and large deformation models. Fluctuation range in obtained figures for angular displacement of links and end effector path is bigger for large deformation model. Experimental results are also provided to validate the theoretical model and these have good agreement with the simulated results.

• International Journal of Concrete Structures and Materials
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• 제9권3호
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• pp.369-379
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• 2015

Friction in a post-tensioning system has a significant effect on the distribution of the prestressing force of tendons in prestressed concrete structures. However, attempts to derive friction coefficients using conventional electrical resistance strain gauges do not usually lead to reliable results, mainly due to the damage of sensors and lead wires during the insertion of strands into the sheath and during tensioning. In order to overcome these drawbacks of the existing measurement system, the Smart Strand was developed in this study to accurately measure the strain and prestressing force along the strand. In the Smart Strand, the core wire of a 7-wire strand is replaced with carbon fiber reinforced polymer in which the fiber Bragg grating sensors are embedded. As one of the applications of the Smart Strand, friction coefficients were evaluated using a full-scale test of a 20 m long beam. The test variables were the curvature, diameter, and filling ratio of the sheath. The analysis results showed the average wobble and curvature friction coefficients of 0.0038/m and 0.21/radian, respectively, which correspond to the middle of the range specified in ACI 318-08 in the U.S. and Structural Concrete Design Code in Korea. Also, the accuracy of the coefficients was improved by reducing the effective range specified in these codes by 27-34 %. This study shows the wide range of applicability of the developed Smart Strand system.

• Smart Structures and Systems
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• 제6권5_6호
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• pp.439-459
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• 2010

Structural health monitoring (SHM) of civil infrastructure using wireless smart sensor networks (WSSNs) has received significant public attention in recent years. The benefits of WSSNs are that they are low-cost, easy to install, and provide effective data management via on-board computation. This paper reports on the deployment and evaluation of a state-of-the-art WSSN on the new Jindo Bridge, a cable-stayed bridge in South Korea with a 344-m main span and two 70-m side spans. The central components of the WSSN deployment are the Imote2 smart sensor platforms, a custom-designed multimetric sensor boards, base stations, and software provided by the Illinois Structural Health Monitoring Project (ISHMP) Services Toolsuite. In total, 70 sensor nodes and two base stations have been deployed to monitor the bridge using an autonomous SHM application with excessive wind and vibration triggering the system to initiate monitoring. Additionally, the performance of the system is evaluated in terms of hardware durability, software stability, power consumption and energy harvesting capabilities. The Jindo Bridge SHM system constitutes the largest deployment of wireless smart sensors for civil infrastructure monitoring to date. This deployment demonstrates the strong potential of WSSNs for monitoring of large scale civil infrastructure.