• Earthquakes and Structures
• /
• 제7권6호
• /
• pp.937-953
• /
• 2014

A semi-active control platform comprising the mechanical model of magnetorheological (MR) dampers, the bang-bang control law and damage material models is developed, and the simulation method of steel plate shear wall (SPSW) and optimization method for capacity design of MR dampers are proposed. A 15-story steel frame-SPSW structure is analyzed to evaluate the seismic performance of nonlinear semi-active controlled structures with optimal designed MR dampers, results indicate that the control platform and simulation method are stable and fast, and the damage accumulation effects of uncontrolled structure are largely reduced, and the seismic performance of controlled structures has been improved.

• International Journal of Automotive Technology
• /
• 제4권3호
• /
• pp.125-133
• /
• 2003

Several models for the evaluation of Gross Heat Release from the internel combustion engine (ICE) are often used in literature. One of these is the First Law - Single Zone Model (FL-SZM), derived from the First Law of Thermodynamic. This model present a twice advantage: first it describes with accuracy the physic of the phenomenon (charge heat release during the combustion stroke and heat exchange between gas and cylinder wall); second it hat a great simplicity in the mathematical formulation. The evaluation of Heat Release with the FL-SZM is based on pressure experimental measurements inside the cylinder, and ell the assumption of several parameters as the specific heat ratio, wall temperature, polytropic exponent for the motored cycle evaluation, and many others. In this paper the influence of gases thermodynamic properties on Cross Heat Release has been esteemed. In particular the influence of an appropriate equation for k=k(T) (specific heat ratio vs. temperature) which describes the variations of gases thermodynamic properties with the mean temperature inside the cylinder has been evaluated. This equation has been calculated by new V order Logarithmic Polynomials (VoLP), fitting experimental gases properties through the least square methods.

• 한국전기전자재료학회논문지
• /
• 제17권1호
• /
• pp.46-51
• /
• 2004

The cause for the variation of the initial permeability according to the Co substitution of Ni-Zn ferrite used in the LC resonance filter for the power line communication is studied. The initial permeability decreases as the quantity of Co diminishes, and the saturation magnetization increases as the quantity increases. Because the sintering density and the microstructure of ferrite show little change, the variation of the initial permeability can't be explained by the density, microstructure nor the saturation magnetization factor. The magnetocrystalline anisotropy increases, similar with the saturation magnetization, as the quantity of Co increases. The increase of magnetocrystalline anisotropy value makes the domain wall energy grow, which leads to the decrease of the initial permeability, because there's linear law between the magnetocrystalline anisotropy and the domain wall energy. The resonance frequency to Co substitution moved to high frequency band, due to the close relationship with domain wall energy, Initial permeability decreaed a little with an increase of Co contents, but resonace frequency moved to high frequency band. as a result of that, when Co was added 0.05 mol, initial permeability and resonace frequency was 75 and 25 MHz respectively.

• Structural Engineering and Mechanics
• /
• 제77권2호
• /
• pp.261-272
• /
• 2021

The energy-saving block and invisible multi-ribbed frame composite wall (EBIMFCW) is a new type of load-bearing wall. The study of this paper focus on it is hysteresis rule under horizontal cyclic loading. Firstly, based on the experimental data of the twelve specimens under horizontal cyclic loading, the influence of two important parameters of axial compression ratio and shear-span ratio on the restoring force model was analyzed. Secondly, a tetra-linear restoring force model considering four feature points and the degradation law of unloading stiffness was established by combining theoretical analysis and regression analysis of experimental data, and the theoretical formula of the peak load of the EBIMFCW was derived. Finally, the hysteretic path of the restoring force model was determined by analyzing the hysteresis characteristics of the typical hysteresis loop. The results show that the curves calculated by the tetra-linear restoring force model in this paper agree well with the experimental curves, especially the calculated values of the peak load of the wall are very close to the experimental values, which can provide a reference for the elastic-plastic analysis of the EBIMFCW.

• Structural Engineering and Mechanics
• /
• 제55권5호
• /
• pp.1037-1053
• /
• 2015

This paper presents finite element (FE) based pushover analysis of a reinforced concrete structure with a two-leaf cavity wall (TLCW) to estimate the performance level of this structure. In addition to this, an unreinforced masonry (URM) model was selected for comparison. Simulations and analyses of these structures were performed using the DIANA FE program. The mentioned structures were selected as two storeys and two bays. The dimensions of the structures were scaled 1:1.5 according to the Cauchy Froude similitude law. A shake table experiment was implemented on the reinforced concrete structure with the two-leaf cavity wall (TLCW) at the National Civil Engineering Laboratory (LNEC) in Lisbon, Portugal. The model that simulates URM was not experimentally studied. This structure was modelled in the same manner as the TLCW. The purpose of this virtual model is to compare the respective performances. Two nonlinear analyses were performed and compared with the experimental test results. These analyses were carried out in two phases. The research addresses first the analysis of a structure with only reinforced concrete elements, and secondly the analysis of the same structure with reinforced concrete elements and infill walls. Both researches consider static loading and pushover analysis. The experimental pushover curve was plotted by the envelope of the experimental curve obtained on the basis of the shake table records. Crack patterns, failure modes and performance curves were plotted for both models. Finally, results were evaluated on the basis of the current regulation ASCE/SEI 41-06.

• International Journal of Naval Architecture and Ocean Engineering
• /
• 제5권1호
• /
• pp.33-46
• /
• 2013

A computational fluid dynamics (CFD) code, dubbed SNUFOAM, was developed to predict the performance of ship resistance using a CFD tool kit with open source libraries. SNUFOAM is based on a pressure-based cell-centered finite volume method and includes a turbulence model with wall functions. The mesh sensitivity, such as the skewness and aspect ratio, was evaluated for the convergence. Two wall functions were tested to solve the turbulent flow around a ship, and the one without the assumption of the equilibrium state between turbulent production and dissipation in the log law layer was selected. The turbulent flow around a ship simulated using SNUFOAM was compared to that by a commercial CFD code, FLUENT. SNUFOAM showed the nearly same results as FLUENT and proved to be an alternative to commercial CFD codes for the prediction of ship resistance performance.

• 한국산업융합학회 논문집
• /
• 제22권6호
• /
• pp.637-647
• /
• 2019

In this study, we analyzed seismic behavior of reinforced earth retaining wall through the model test in order to characterize the behavior of reinforced earth retaining wall during earthquake. A scale model test was performed based on similitude ratio in accordance with law of similitude due to time and financial constraints on real scale modeling experiments. Seismic resistance characteristics of each seismic waves were analyzed by assessing the variations measured through excitation of the excited acceleration of 0.05g, 0.1g, 0.15g, and 0.2g. The results of this study, it would be important to obtain reasonable and abundant data on ground properties and seismic design in preparation for earthquakes when assessing the safety of block type reinforced earth retaining wall confined to model experiment. Acquisition of those data and systematic analytical techniques are considered likely to have a significant effect on the decrease of structure damage caused by earthquakes in Korea which has recently witnessed frequent occurrence of earthquakes.

• 대한기계학회논문집A
• /
• 제26권6호
• /
• pp.1099-1106
• /
• 2002

This paper provides engineering J-integral and crack opening displacement (COD) estimation equations for circumferential through-wall cracked pipes under internal pressure and under combined internal pressure and bending. Based on selected 3-D finite element calculations for the circumferential through-wall cracked pipes under internal pressure using the idealized power law materials, the elastic and plastic influence functions for fully plastic J-integral and COD solutions are found as a function of the normalized crack length and the mean radius-to-thickness ratio. These developed GE/EPRI-type solutions are then re-formulated based on the enhanced reference stress method. Such re-formulation not only provides simpler equations for J-integral and COD estimations, but also can be easily extended to combined internal pressure and bending. The proposed equations are compared with elastic-plastic finite element results using actual stress-strain data, which shows overall excellent agreement.

• 한국과학교육학회지
• /
• 제36권6호
• /
• pp.851-866
• /
• 2016

본 연구는 초등예비교사를 대상으로 작용 반작용 법칙에 대한 이해 정도와 전형적 인식상황의 조사를 통해 초등예비교사의 '작용과 반작용'에 대한 개념을 알아보는 것을 목적으로 수행하였다. 조사는 초등예비교사 3학년 177명을 대상으로 하였다. 연구 결과, 첫째, 작용 반작용 법칙에 대해 초등예비교사들이 이해하는 정도는 충분하지 않았으며, 상황에 따라 이해의 정도가 달랐다. 둘째, 초등예비교사들은 작용 반작용 법칙과 관련하여 '사람이 벽을 미는 상황'과 같은 일반적인 상황과 함께, '관성에 의한 상황'과 같이 관련이 없는 상황도 전형적으로 떠올리는 경향이 있었다. 또, 작용 반작용의 작용 유형과 결과적인 운동 유형을 다소 편중되게 생각하는 경향이 있었다. 끝으로 이러한 결과를 바탕으로 작용 반작용 법칙에 대한 이해 제고와 관련하여 몇 가지 제언을 하였다.

• 시큐리티연구
• /
• 제50호
• /
• pp.307-337
• /
• 2017

집회의 자유는 헌법에서 보장하고 있는 기본권적 자유이다. 우리의 현실을 보면 집회의 자유는 경찰의 관리통제 하에 있을 때에만 보장되고, 그렇지 않을 때는 진압해야 할 대상으로 인식되고 있다. 심지어 경찰은 '깨진 유리창 이론(broken window theory)'을 거론하면서 조그만 불법이 심각한 불법․폭력시위로 변질될 수 있다는 이유로 집회의 평화성 보다는 '준법'여부에 집착하고 있는 듯한 태도를 보여주고 있다. 이러한 태도는 집회에 참여하는 시민을 진압해야 할 대상으로 내몰게 되는 결과를 초래하고 있다. 이 글은 최근 문제되고 있는 경찰물리력 사용수단으로서 차벽과 물포를 중심으로 물리력 사용요건과 현황을 분석하고, 그 개선방안을 제시하였다. 우선, 차벽의 설치는 집회장소를 항의의 대상으로부터 분리시킴으로써 집회가 갖는 본질적인 소통의 기능을 차단하고 있다. 따라서 차벽설치는 불법행위에 직면하여 예방을 위한 경고에도 불구하고 차벽설치 이외 다른 방법으로는 '사람의 생명 신체에 위해를 끼치거나 재산에 중대한 손해를 끼칠 우려가 있는 긴급한 경우'에 한하여 허용되어야 할 것이다. 이러한 긴급성이 없다면 차벽은 사전예방적 차원뿐만 아니라 사후예방적 차원에서도 허용되어서는 안된다. 물포는 사람의 생명․신체에 위해를 가할 우려가 있는 경찰장비로서 기본권의 중대한 제한을 가져오는 강제조치이다. 따라서 사람의 신체에 중대한 위험을 초래할 수 있는 조준 직사살수는 원칙적으로 금지되어야 한다. 다만 그 위험성을 고려하여 타인의 법익이나 공공의 안녕질서에 직접적인 위험이 '명백하게 초래'된 경우에 한하여 다른 대안이 없는 경우에 보충적으로 사용하여야 한다. 아울러 그 사용기준 등에 대해서는 물포가 위해성 경찰장비인 점을 고려하여 법률로 명시해야 한다.