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Timoshenko보 이론 및 층상화 단면모델을 이용한 RC 기둥의 비선형 유한요소해석
박순응(Park Soon Eung),박문호(Park Moon Ho),권민호(Kwon Min Ho) 대한토목학회 2006 대한토목학회논문집 A Vol.26 No.4A
본 연구에서는 비선형 전단변형을 고려할 수 있는 Timoshenko보 이론을 정식화 하였다. 제안된 모델은 전단변형을 고려 하므로서 짧은 기둥이나 전단 지배 기둥에서 일반적인 Bernoulli보 이론 보다 합리적인 결과를 보여준다. 단면은 층상화 모델을 이용하였으며, 층상화 단면 모델은 단변을 분활하여 소성화 진행과정을 관찰할 수 있으며 축력과 모멘트의 상호작용을 알 수 있다. 정식화한 요소는 일반적인 철근 콘크리트 부재의 해석을 위해 유한요소 프로그램에 적용하였다. 철근콘크리트 기둥의 해석을 실험결과와 비교하였고, 철근콘크리트 기둥에 대한 거동특성을 분석하였다. In this research, nonlinear Timoshenko beam element that is able to capture nonlinear shear deformation is developed. The proposed model shows more reasonable prediction than Bernoulli beam theory in short columns or strong shear column due to the consideration of shear deformation. The cross-section is modeled as fiber approach. Since the model is based on the fiber approach for section discretization, the plastic progress of the section can be traced and the coupling effect of the axial and flexural response. The developed element is implemented into the finite element program to analysis general reinforced concrete structures. As parametric study, reinforced concrete columns are analyzed and compared with experimental results, analyzed the property of behavior for reinforced concrete columns.
박순응(Soon-Eung Park),박문호(Moon-Ho Park),김진규(Jin-Kyu Kim),노우혁(Woo-Hyuk Roh),조성욱(Seong-Uk Cho),류지영(Ji-Young Ryu) 한국산업융합학회 2010 한국산업융합학회 논문집 Vol.13 No.3
Recently, bridges have been momenttous as not only regarding function but also concerning aesthetics. However, when beauty is considered in the bridge, it is also essential that stability and economics be considered. Besides, when considering stability, an arch bridge is one of the most stable structures. The most important element is a rise ratio when regarding beauty and economics of arch bridges. The effect of dead load and DB24 load have been considered to decide proper rise ratio. Therefore, in this study, examined the value of moment, displacement and member forces, in the variation of the rise ratio of arch bridges. The most optimum shape of Nielsen arch bridges has determined by analyzing member forces, moments and displacement with parameters of rise ratio and angle of vertical members. By comparison between values, the hanger types have been also considered to derive the optimum shape of Nielsen arch bridge.
박순응(Soon-Eung Park),박문호(Moon-Ho Park),김진규(Jin-Kyu Kim) 한국산업융합학회 2008 한국산업융합학회 논문집 Vol.11 No.3
This study is to develop the structure analysis and optimization algorithm of the strut supported temporary structure for underground constructions. Developed algorithm performs the analysis and the optimization of each strut, wale, and H pile of temporary structures separately. The design variables of nonlinear optimization consist of the cross-sections of temporary structures such as strut, wale, and H pile and the solution of the nonlinear programming is searched using for the method of successive unconstranint minimization technique. The weight of the structure is used for the object function of nonlinear programming. the constraints are derived from the specification of the temporary structures as compressive axial, bending, shear, composite stress and serviceability. The structural analysis is performed based on the elastoplastic beam theory. This developed program can be used to evaluate the applicability, convergence, and effectiveness of the temporary structures.
박순응(Soon-Eung Park),박문호(Moon-Ho Park),김진규(Jin-Kyu Kim) 한국산업융합학회 2009 한국산업융합학회 논문집 Vol.12 No.4
This study is performing a seismic analysis on the steel frames structure with dampers and analyzing the dynamic behavior in order to examine their efficiency and study the optimum dampers position to the seismic design steel structure. To improve the ability against an earthquake, this study performed the time history analysis. Controling an earthquake is the way to minimize the damage of the steel structure by dissipating input energy generated by an earthquake.