• 한국지진공학회논문집
• /
• 제9권5호
• /
• pp.75-86
• /
• 2005

성능에 기초한 설계법에서는 비선형 응답산정이 필수적이다. 이를 위한 해석법으로는 비선형 시간이력해석, 비선형 정적해석 혹은 비선형의 영향을 고려한 등가정적해석 등이 있다. 비선형 응답을 산정하기 위한 가장 정확한 해석방법은 비선형 시간이력해석법이지만, 많은 시간과 노력을 필요로 한다. 비선형 직접스펙트럼법은 pushover곡선으로부터 구조물의 선형 진동주기와 항복강도를 구한 다음, 반복계산 없이 비선형 응답을 직접 산정하는 약산법이다. 본 연구에서는 비선형 약산법들의 정확성과 신뢰성을 다양한 지진과 전단형 건물의 여러 가지 조건에 대해 검토하고자 한다. 본 연구의 결론은 다음과 같다. 1) 선형 능력스펙트럼법에 의한 약산응답들은 수렴하는 해를 구하지 못하거나 발산하는 경우가 발생하며 수렴하더라도 큰 오차가 발생하는 경우가 있으며, 지진별로 오차의 편차가 크다. 2) 비선형 능력스펙트럼법은 능력스펙트럼법보다 계산량이 크게 줄어들고, 해는 구해지나 요구곡선의 특성으로 정확한 해를 구하기 어려울 수 있으며, 전반적으로 큰 오차가 발생한다. 3) 비선형 직접스펙트럼법은 다른 약산법들에 비해 추가적이고 반복적인 계산과정 없이 pushover곡선과 비선형 응답스펙트럼으로부터 비교적 정확한 값을 직접 구할 수 있으므로 실용적인 방법으로 사료된다.

• 한국지진공학회논문집
• /
• 제2권3호
• /
• pp.61-71
• /
• 1998

A performance-based seismic design method for reinforced concrete building structures being developed in Japan is outlined. Technical and scientific background of the performance-based design philosophy as well as recently developed seismic design guidelines are is presented, in which maximum displacement response to design earthquake motion is used as the limit-state design criteria. A method of estimating dynamic response displacement of the structures based on static nonlinear analysis is described. A theoretical estimation of nonlinear dynamic response considering the characteristics of energy input to the system is described in detail, which may be used as the standard method in the new performance-based code. A desing philosophy not only satisfying the criteria but also evaluating seismic capacity of the structures is also introduced.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2003년도 가을 학술발표회 논문집
• /
• pp.384-387
• /
• 2003

A new Direct Nonlinear Strut-Tie Model design method performing iterative calculations using secant stiffness was developed. Since basically the proposed design method uses elastic analysis, it has the advantages of convenience and stability in numerical analysis. At the same time, the proposed design method can accurately estimate the strength and ductility demands on the members because it analyzes the inelastic behavior of structure using iterative calculation. In the present study, the procedure of the proposed design method was established, and a computer program incorporating the proposed method was developed. The proposed design method, as an integrated method of analysis and design, can address the earthquake design strategy devised by the engineer, such as ductility limit on each member. Through iterative calculations on the structure preliminary designed with member sizes, the strength and ductility demands of each member can be estimated so that they satisfy the given design strategy, and as the result economical and safe design is achieved.

• 한국지진공학회논문집
• /
• 제24권2호
• /
• pp.77-86
• /
• 2020

Nonlinear static analysis and preliminary evaluation were performed in this study to evaluate the seismic performance of unreinforced masonry buildings subjected to various soil conditions based on the revised Korean Building Code. Preliminary evaluation scores and nonlinear static analyses indicated that all buildings were susceptible to collapse and did not reach their target performance. Therefore, retrofit of those building models was carried out through a systematic procedure to determine areas to be strengthened. It was possible to make most building models satisfy performance objectives through the reinforcement alone of damaged external shear walls. However, the application of a preliminary evaluation procedure to retrofit design was found to be too conservative because all the retrofitted building models verified with nonlinear static analysis failed to satisfy performance objectives. Therefore, it is possible to economically retrofit unreinforced masonry buildings through the fortification of external walls if a simple evaluation procedure that can efficiently specify vulnerable parts is developed.

• Earthquakes and Structures
• /
• 제12권3호
• /
• pp.271-284
• /
• 2017

This paper presents a multimodal adaptive nonlinear static method of analysis that, differently from the nonlinear static methods suggested in seismic codes, does not require the definition of the equivalent Single-Degree-Of-Freedom (SDOF) system to evaluate the seismic response of structures. First, the proposed method is formulated for the assessment of r.c. plane frames and then it is extended to 3D framed structures. Furthermore, the proposed nonlinear static approach is re-elaborated as a displacement-based design method that does not require the use of the behaviour factor and takes into account explicitly the plastic deformation capacity of the structure. Numerical applications to r.c. plane frames and to a 3D framed structure with inplan irregularity are carried out to illustrate the attractive features as well as the limitations of the proposed method. Furthermore, the numerical applications evidence the uncertainty about the suitability of the displacement demand prediction obtained by the nonlinear static methods commonly adopted.

• 한국정밀공학회지
• /
• 제21권10호
• /
• pp.127-136
• /
• 2004

This paper is the first of two companion papers concerning the analysis and design of a pneumatic vibration isolation system. The design optimization of the pneumatic vibration isolation system is required for the reduction of cost, endeavor and time, and it needs modeling and calculation algorithm. The nonlinear models are devised from the fluid mechanical expression for components of the system and the calculation algorithm is derived from the mathematical relationship between the models. It is shown that the orifice makes the nonlinear property of the transmissibility curve that the resonant frequency changes by the amplitude of excited vibration. Linearization of the nonlinear models is tried to reduce elapsed time and truncation error accumulation and to enable the transmissibility calculation of the system with multi damping chambers. The equivalent mechanical models generated by linearization clarify the function of each component of the system and lead to the linearized transfer function that can give forth to the transmissibility exactly close to that of nonlinear models. The modified successive under-relaxation method is developed to calculate the linearized transfer function.

• Computers and Concrete
• /
• 제2권4호
• /
• pp.267-291
• /
• 2005

To date, many studies have been conducted for the analysis and design of reinforced concrete members with disturbed regions. However, prestressed concrete deep beams have not been the subject of many investigations. This paper presents an evaluation of the behavior and strength of three pre-tensioned concrete deep beams failed by shear and bond slip of prestressing strands using a nonlinear strut-tie model approach. In this approach, effective prestressing forces represented by equivalent external loads are gradually introduced along strand's transfer length in the nearest strut-tie model joints, the friction at the interface of main diagonal shear cracks is modeled by the aggregate interlock struts along the direction of the cracks in strut-tie model, and an algorithm considering the effect of bond slip of prestressing strands in the strut-tie model analysis and design of pre-tensioned concrete members is implemented. Through the strut-tie model analysis of pre-tensioned concrete deep beams, the nonlinear strut-tie model approach proved to present effective solutions for predicting the essential aspects of the behavior and strength of pre-tensioned concrete deep beams. The nonlinear strut-tie model approach is capable of predicting the strength and failure modes of pre-tensioned concrete deep beams including the anchorage failure of prestressing strands and, accordingly, can be employed in the practical and precise design of pre-tensioned concrete deep beams.

• 대한전기학회:학술대회논문집
• /
• 대한전기학회 1999년도 하계학술대회 논문집 G
• /
• pp.2898-2901
• /
• 1999

This paper describes the design of nonlinear fuzzy I+PD controller using simplified indirect inference method. First, the fuzzy I+PD controller is derived from the conventional continuous time linear I+PD controller. Then the fuzzification, control-rule base, and defuzzification using SIIM in the design of the fuzzy controller are discussed in detail. The resulting controller is a discrete time fuzzy version of the conventional I+PD controller. which has the same linear structure. but are nonlinear functions of the input signals. The proposed controller enhances the self-tuning control capability. Particularly when the process to be controlled is nonlinear When the SIIM is applied, the fuzzy inference results can be calculated with splitting fuzzy variables into each action component and are determined as the functional form of corresponding variables. So the proposed method has the capability of the high speed inference and adapting with increasing the number of the fuzzy input variables easily. Computer simulation results have demonstrated the superior to the control performance of the one Proposed by D. Misir et at.

• Steel and Composite Structures
• /
• 제48권6호
• /
• pp.625-639
• /
• 2023

In this paper, a Taguchi-based finite element method (FEM) has been proposed and implemented to assess optimal design parameters for minimum static deflection in laminated composite plate. An orthodox mathematical model (based on higher-order shear deformation plate theory and Green-Lagrange geometrical nonlinearity) has been used to compute the nonlinear central deflection values of laminated composite plates according to Taguchi design of experiment via a self-developed MATLAB computer code. The lay-up scheme, aspect ratio, thickness ratio and the support conditions of the laminated composite plate structure were designated as the governable design parameters. Analysis of variance (ANOVA) is used to investigate the effect of diverse control factors on the nonlinear static responses. Moreover, regression model is developed for predicting the desired responses. The ANOVA revealed that the lay-up scheme alongside the support condition plays vital role in minimizing the central deflection values of laminated composite plate under uniformly distributed load. The conformity test results of Taguchi analysis are also in good agreement with the numerical experimentation results.

• 디자인학연구
• /
• 제15권4호
• /
• pp.379-390
• /
• 2002

새로운 패러다임으로의 전이를 의미하는 과학혁명은 필연적으로 지적 영역의 변화를 동반한다. 더욱이 과학과 예술의 관계는 서로를 가능케 하는 상생의 관계라 할 수 있다. 최근 비선형 과학에 대한 놀라운 관심과 함께 예술에의 신속한 적용은 양자의 긴밀한 상호작용을 다시 한 번 가늠케 한다. 과학과 예술에 있어서 중요한 것은 새로운 창조의 과정과 방법을 제시하는 일일 것이다. 이를 위하여 때로는 역발상을 시도하고, 또한 일상을 탈피하여 예측할 수 없었던 것들을 추적하는 모험과 탐구정신이 절실하다. 이와 같은 관점에서 본 연구는 비선형 패러다임의 기저가 되는 카오스 이론과 함께, 물리학과 수학에서 다루어지는 관련 이론들을 준거로 하여 비선형적 공간조형을 재검토하였다. 연구 과정에서 비선형은 일련의 계(a system)에 대하여 부분이 아닌 전체로 보아야 할 것에 대한 강력한 제안이며, 또한 새로운 질서요 창조의 원리임을 확인할 수 있었다. 이울러 본 연구는 비선형적 공간 조형에 있어서 형태적 차용에 급급한 디자인 행위를 지양하도록 하는데에 암묵적 의도가 있었다. 따라서 비선형 동력학 현상의 원리와 프로세스를 이해, 적용함으로써 비선형이 지닌 창조적 속성이 공간에 총체적으로 발휘되기를 기대해 본다.