• Journal of IKEEE
• /
• v.20 no.4
• /
• pp.416-419
• /
• 2016

When the integration density and operating frequency increase in the electronic circuits, it is important to improve the signal transmission characteristics. In this paper, the signal transmission characteristics of the printed circuit boards are analyzed with the curvature of the pads. From the simulation results, signal transmission characteristics are improved when pad curvature increases. Pad curvature more effects on signal transmission characteristics when the thickness of the transmission line and the length of the transmission decrease.

• Structural Engineering and Mechanics
• /
• v.27 no.4
• /
• pp.501-521
• /
• 2007

This study presents a model to better understand the shear behavior of reinforced concrete walls subjected to lateral load. The scope of the study is limited to squat walls with height to length ratios not exceeding two, deformed in a double-curvature shape. This study is based on limited knowledge of the shear behavior of low-rise shear walls subjected to double-curvature bending. In this study, the wall ultimate strength is defined as the smaller of flexural and shear strengths. The flexural strength is calculated using a strength-of-material analysis, and the shear strength is predicted according to the softened strut-and-tie model. The corresponding lateral deflection of the walls is estimated by superposition of its flexibility sources of bending, shear and slip. The calculated results of the proposed procedure correlate reasonably well with previously reported experimental results.

• Journal of Mechanical Science and Technology
• /
• v.18 no.1
• /
• pp.12-19
• /
• 2004

Using LSM (laser scanning method) , the radius of curvature due to thermal deformation in polyimide film coated on Si substrate is measured. Since the polyimide film shows viscoelastic behavior, i.e., the modulus and deformation of the film vary with time and temperature, we estimate the relaxation modulus and the residual stresses of the polyimide film by measuring the radius of curvature and subsequently by performing viscoelastic analysis. The residual stresses relax by an amount of 10％ at 100$^{\circ}C$ and 20% at 150$^{\circ}C$ for two hours.

• Design & Manufacturing
• /
• v.2 no.1
• /
• pp.21-26
• /
• 2008

In this research, jar die of cosmetic products which is difficult to produce variously was developed and can be obtain the productivity improvement by flexibility with two system which can control the die temperature. Flow analysis of jar was performed to find out the curvature radius of parts. In order to reduce thickness of jar, cycle time, deformation, uniform curvature of internal jar was maintained by rapid cooling. In external of dies, cooling channel, injection molding condition, die temperature control system were researched to make dies low temperature.

• Structural Engineering and Mechanics
• /
• v.43 no.2
• /
• pp.147-161
• /
• 2012

This paper presents a curvature method for analysis of beam-columns with different materials and arbitrary cross-section shapes and subjected to combined biaxial moments and axial load. Both material and geometric nonlinearities (the p-delta effect in this case) were incorporated. The proposed method considers biaxial curvatures and uniform normal strains of discrete cross-sections of beam-columns as basic unknowns, and seeks for a solution of the column deflection curve that satisfies force equilibrium conditions. A piecewise representation of the beam-column deflection curve is constructed based on the curvatures and angles of rotation of the segmented cross-sections. The resulting bending moments were evaluated based on the deformed column shape and the axial load. The moment curvature relationship and the beam-column deflection calculation are presented in matrix form and the Newton-Raphson method is employed to ensure fast and stable convergence. Comparison with results of analytic solutions and eccentric compression tests of wood beam-columns implies that this method is reliable and effective for beam-columns subjected to eccentric compression load, lateral bracings and complex boundary conditions.

• Proceedings of the Computational Structural Engineering Institute Conference
• /
• 2002.04a
• /
• pp.3-11
• /
• 2002

A moment-curvature relationship to simulate the behavior of reinforced concrete (RC) columns under cyclic loading is introduced. Unlike previous moment-curvature models and the layered section approach, the unposed model takes into account the bond-slip effect by using a monotonic moment-curvature relationship constructed on the basis of the bond-slip relation and corresponding equilibrium equation at each nodal point. In addition, the use of curved unloading and reloading branches inferred from the stress-strain relation of steel gives more exact numerical result. The pinching enact caused by axial force is considered with an assumption that the absorbing energy corresponding to any deformation level maintains constant regardless of the magnitude of applied axial force. The advantages of the proposed model, comparing tn layered section approach, may be on the reduction in calculation time and memory space in case of its application to large structures.. Finally, correlation studies between analytical results and experimental studies are conducted to establish the validity of the proposed mood.

• International Journal of Naval Architecture and Ocean Engineering
• /
• v.12 no.1
• /
• pp.902-909
• /
• 2020

It is announced a new procedure for the real-time overall hull response monitoring system depends on inclinometer sensor data. The procedure requires a few inclinometer sensors' data, located on the deck. Sensor data is used to obtain curvature values; and curvature values are used to find out displacements or relevant moment values according to pre-calculated moment-curvature diagrams. Numerical studies are demonstrated with reasonable accuracy for the pre-ultimate and the post-ultimate nonlinear behaviors. Elastic, inelastic, and post-collapse structural bending moment capacity determination of the hull has been presented. The proposed inverse engineering technique will be able to see the response of the hull in real-time with high accuracy to manage the course and speed when cruising or control the loading and the unloading process at the port.

• Nonlinear Functional Analysis and Applications
• /
• v.27 no.2
• /
• pp.433-448
• /
• 2022

The Cartan's second curvature tensor Pⁱ_jkh is a positively homogeneous of degree-1 in yⁱ, where yⁱ represent a directional coordinate for the line element in Finsler space. In this paper, we discuss the decomposition of Cartan's second curvature tensor Pⁱ_jkh in two spaces, a generalized 𝔅P-recurrent space and generalized 𝔅P-birecurrent space. We obtain different tensors which satisfy the recurrence and birecurrence property under the decomposition. Also, we prove the decomposition for different tensors are non-vanishing. As an illustration of the applicability of the obtained results, we finish this work with some illustrative examples.

• 한국HCI학회:학술대회논문집
• /
• 2006.02a
• /
• pp.871-877
• /
• 2006

물체의 반사(specular reflection)는 물체의 재질 및 기하학적 모양을 표현하는데 있어 매우중요한 요소이다. 사진품질의 사실적 렌더링에서는 기존의 국소 반사 모델을 사용하여 좋은 결과를 얻을 수 있지만, 사용자의 주관이 중시되는 비사실적 렌더링(non-photorealistic rendering)에서는 사용자가 원하는 반사 효과를 표현할 수 있어야 한다. 텍스처는 사용자가 직관적으로 원하는 반사 효과를 표현할 수 있는 수단이며, 이를 모델에 투영하면 원하는 반사효과를 얻을 수 있다. 이 때 사용자는 텍스처가 투영될 위치와 크기, 방향을 직접 키프레임으로 정해 줄 수 있다. 그러나 모든 반사 효과를 사용자가 직접 정해준다는 것은 번거로운 일이며, 실시간 응용분야에는 적용할 수 없다. 본 논문에서는 국소반사모델(local reflection model)과 주곡률(principal curvature) 해석을 통해 반사효과의 위치, 방향, 크기를 결정하기 위한 텍스처 투영기의 새로운 설정 방법을 제시한다. 광원과 시점 정보를 사용하여 투영기의 위치를 정하고 물체의 주방향(principal direction)과 곡률반지름(radius of curvature)을 이용하여 투영기의 방향과 투영 피라미드의 크기를 정한다 텍스처 투영기의 단순한 이동, 회전을 통하여 반사 영역의 이동, 회전 및 확대/축소가 가능하다. 본 논문에서 제시한 방법은 DirectX 9.0c와 프로그래이 가능한 셰이더 2.0을 사용하여 GeForce FX 7800 그래픽 카드에 구현되었다. 본 논문의 연구 결과는 게임과 같은 실시간 응용분야에 사용될 수 있으며, 실험 결과에 의하면 수천 개의 다면체 모델에 대한 렌더링을 실시간에 수행할 수 있다.

• Smart Structures and Systems
• /
• v.20 no.1
• /
• pp.23-33
• /
• 2017

Variable Curvature Friction Pendulum (VCFP) bearing is one of the alternatives to control excessive induced responses of isolated structures subjected to near-fault ground motions. The curvature of sliding surface in this isolator is varying with displacement and its function is non-spherical. Selecting the most appropriate function for the sliding surface depends on the design objectives and ground motion characteristics. To date, few polynomial functions have been experimentally tested for VCFP however it needs comprehensive parametric study to find out which one provides the most effective behavior. Herein, seismic performance of the isolated structure mounted on VCFP is investigated with two different polynomial functions of the sliding surface (Order 4 and 6). By variation of the constants in these functions through changing design parameters, 120 cases of isolators are evaluated and the most proper function is explored to minimize floor acceleration and/or isolator displacement under different hazard levels. Beside representing the desire sliding surface with adaptive behavior, it was shown that the polynomial function with order 6 has least possible floor acceleration under seven near-field ground motions in different levels.