A Study on Parameter Determination Method of Large-Scale and Complex Dynamic Systems With Judgment Functions (No. 1)—Theory

1983 ◽  
Vol 105 (2) ◽  
pp. 64-69
Author(s):  
Osamu Furukawa ◽  
Hideomi Ikeshoji ◽  
Satoshi Iida

In the design of large-scale and complex mechanical systems, determination of design parameters is a very difficult problem. This study deals with parameter satisfaction problems of large-scale, complex, and dynamic systems with judgment functions. In order to solve these problems, a new method is proposed which sequentially exchanges the original mathematical model to an analyzable approximate model by means of the identification method and which improves a lot of parameters simultaneously. First, criteria of selection of attributes to build up approximate model are clarified. Moreover, as tools for selection of attributes, two analysis charts are proposed which express dynamic relationships among the attributes. Second, a general condition to determine the structure of approximate models and a statistical method to linearize the original model with judgment functions are derived. Finally, a combinatorial method of statistical identification and parameter optimization methods are proposed. By this method, some shortcomings of sensitivity analysis, decomposition technique (enormous calculations of partial derivatives) and statistical methods such as Monte Carlo method (bad convergency of solutions) can be avoided. As a result of this, it becomes possible to search satisfactory parameters efficiently.

1983 ◽  
Vol 105 (2) ◽  
pp. 70-76
Author(s):  
Osamu Furukawa ◽  
Hiroyuki Hiroyasu ◽  
Satoshi Iida

This paper deals with the parameter satisfaction problems of gas exchanging system, which are important from a standpoint of quality design. These problems have been difficult to solve, because their mathematical models are described by large-scale and complex dynamic system equations with many judgment functions. The report No. I [1] has already proposed the method to solve the parameter satisfaction problems of such systems. This method is one which sequentially exchanges the original mathematical model to the analyzable approximate model by means of selection of attributes with analysis-charts and statistical identification method with jump condition extended and which improves parameters simultaneously. In this paper, this method is applied to the above problems and a parameter improvement system which can improve many parameters efficiently without enormous calculations of partial derivatives is constructed. By the numerical calculations, satisfactory parameters could be obtained and it is shown that this method can give the solutions of the above problems. Moreover, its effectiveness for the fundamental and unsettled problems of such large-scale and complex systems in the field of mechanical engineering is demonstrated.


2021 ◽  
Author(s):  
Nitin D. Pagar ◽  
Amit R. Patil

Abstract Exhaust expansion joints, also known as compensators, are found in a variety of applications such as gas turbine exhaust pipes, generators, marine propulsion systems, OEM engines, power units, and auxiliary equipment. The motion compensators employed must have accomplished the maximum expansion-contraction cycle life while imposing the least amount of stress. Discrepancies in the selecting of bellows expansion joint design parameters are corrected by evaluating stress-based fatigue life, which is challenging owing to the complicated form of convolutions. Meridional and circumferential convolution stress equations that influencing fatigue cycles are evaluated and verified with FEA. Fractional factorial Taguchi L25 matrix is used for finding the optimal configurations. The discrete design parameters for the selection of the suitable configuration of the compensators are analysed with the help of the MADM decision making techniques. The multi-response optimization methods GRA, AHP, and TOPSIS are used to determine the parametric selection on a priority basis. It is seen that weighing distribution among the responses plays an important role in these methods and GRA method integrated with principal components shows best optimal configurations. Multiple regression technique applied to these methods also shows that PCA-GRA gives better alternate solutions for the designer unlike the AHP and TOPSIS method. However, higher ranked Taguchi run obtained in these methods may enhance the suitable selection of different design configurations. Obtained PCA-GRG values by Taguchi, Regression and DOE are well matched and verified for the all alternate solutions. Further, it also shows that stress based fatigue cycles obtained in this analysis for the L25 run indicates the range varying from 1.13 × 104 cycles to 9.08 × 105 cycles, which is within 106 cycles. This work will assist the design engineer for selecting the discrete parameters of stiff compensators utilized in power plant thermal appliances.


Author(s):  
Damiano Pasini ◽  
S. C. Burgess ◽  
D. J. Smith

This paper presents a new method for modelling the efficiency of large-scale structural forms. Parametric equations, which include all design parameters and also the effect of buckling, are developed. Shape transformers, envelope efficiency parameter and scaling factor are introduced to describe the geometrical properties of cross-sections and to allow interaction between form and cross-sectional shape selection. Design charts provide insight and understanding and assist the selection of different structural concepts at the preliminary stage of design.


2021 ◽  
Author(s):  
◽  
Tomas Sandoval-Calderon

<p>Incorporating different technologies and lighting techniques in the illumination of structures has allowed us to portray fantastic night time vistas of our cities. However, the success of the selected technique or technology is frequently assessed based on what the lighting does to the overall environment. At present, it is a common practice for the client or architect to require an illuminated night view of the building. These views are often used as part of the marketing strategy to promote building facilities. Alternatively, on a large scale, they can help promote buildings as city icons.  The illumination of building facades requires an appropriate selection of one or more floodlighting techniques and light sources to achieve the desired lighting effect. This selection, often driven by lighting standards and design considerations, will heavily influence the way in which that the overall lit environment will be portrayed at the end of the lighting project. Currently, tables and floodlighting techniques exist to select the recommended quantity of light and the most suitable luminaire arrangement to illuminate a façade. There is however, no direct indication of how the surrounding area will be affected when the recommended light levels are achieved on the façade.  Despite the increased importance of the floodlighting technique, the design of a good illuminated façade does not have a tradition on which to base parameters for the lighting design. This is often individually approached based on the knowledge, understanding, experience and proficiency of the lighting designer. Considering the diversity of buildings in urban environments, the selection of uncoordinated design parameters could have a significant impact on the area where the building is located. This could affect the occupant comfort and good energy management.  In light of the considerations presented above, it is only with a methodological approach that the lighting designer will be able to provide predictable and consistent results in any number of different situations. This presents an opportunity to develop a methodology to identify whether a façade is over-lit or if the proposed lighting solution is adequate for the area where it is situated.  The proposed methodology will provide a tool to estimate the potential lighting results while considering the effect on the overall environment where the building is located. When a façade is illuminated, the degree of the light experienced at street level is very much dependent upon the reflected light from the primary lit surface. This allows for a relationship based on light levels received at the surrounding street and the average illuminance level achieved on the façade.  Considering that lighting parameters such as lamp lumen output, the reflective qualities of the surface and the luminaire position are intrinsically connected to light reflections, a mathematical expression is formulated to link the relationship mentioned above with lighting design parameters through a set of nomographs. This method provides a good foundation to systematically approach lighting designs with a comprehensive procedure to link the practical lighting considerations with the lighting requirements that will provide occupant comfort and good energy management. This method will help designers to compare different lighting alternatives by analysing the lighting impact of different lit facade options at the very early stage of the lighting design process.</p>


2016 ◽  
Vol 23 (2) ◽  
pp. 252-262 ◽  
Author(s):  
Nima NOII ◽  
Iman AGHAYAN ◽  
Iman HAJIRASOULIHA ◽  
Mehmet Metin KUNT

Modified Augmented Lagrangian Genetic Algorithm (ALGA) and Quadratic Penalty Function Genetic Algo­rithm (QPGA) optimization methods are proposed to obtain truss structures with minimum structural weight using both continuous and discrete design variables. To achieve robust solutions, Compressed Sparse Row (CSR) with reordering of Cholesky factorization and Moore Penrose Pseudoinverse are used in case of non-singular and singular stiffness matrix, respectively. The efficiency of the proposed nonlinear optimization methods is demonstrated on several practical exam­ples. The results obtained from the Pratt truss bridge show that the optimum design solution using discrete parameters is 21% lighter than the traditional design with uniform cross sections. Similarly, the results obtained from the 57-bar planar tower truss indicate that the proposed design method using continuous and discrete design parameters can be up to 29% and 9% lighter than traditional design solutions, respectively. Through sensitivity analysis, it is shown that the proposed methodology is robust and leads to significant improvements in convergence rates, which should prove useful in large-scale applications.


2021 ◽  
Author(s):  
◽  
Tomas Sandoval-Calderon

<p>Incorporating different technologies and lighting techniques in the illumination of structures has allowed us to portray fantastic night time vistas of our cities. However, the success of the selected technique or technology is frequently assessed based on what the lighting does to the overall environment. At present, it is a common practice for the client or architect to require an illuminated night view of the building. These views are often used as part of the marketing strategy to promote building facilities. Alternatively, on a large scale, they can help promote buildings as city icons.  The illumination of building facades requires an appropriate selection of one or more floodlighting techniques and light sources to achieve the desired lighting effect. This selection, often driven by lighting standards and design considerations, will heavily influence the way in which that the overall lit environment will be portrayed at the end of the lighting project. Currently, tables and floodlighting techniques exist to select the recommended quantity of light and the most suitable luminaire arrangement to illuminate a façade. There is however, no direct indication of how the surrounding area will be affected when the recommended light levels are achieved on the façade.  Despite the increased importance of the floodlighting technique, the design of a good illuminated façade does not have a tradition on which to base parameters for the lighting design. This is often individually approached based on the knowledge, understanding, experience and proficiency of the lighting designer. Considering the diversity of buildings in urban environments, the selection of uncoordinated design parameters could have a significant impact on the area where the building is located. This could affect the occupant comfort and good energy management.  In light of the considerations presented above, it is only with a methodological approach that the lighting designer will be able to provide predictable and consistent results in any number of different situations. This presents an opportunity to develop a methodology to identify whether a façade is over-lit or if the proposed lighting solution is adequate for the area where it is situated.  The proposed methodology will provide a tool to estimate the potential lighting results while considering the effect on the overall environment where the building is located. When a façade is illuminated, the degree of the light experienced at street level is very much dependent upon the reflected light from the primary lit surface. This allows for a relationship based on light levels received at the surrounding street and the average illuminance level achieved on the façade.  Considering that lighting parameters such as lamp lumen output, the reflective qualities of the surface and the luminaire position are intrinsically connected to light reflections, a mathematical expression is formulated to link the relationship mentioned above with lighting design parameters through a set of nomographs. This method provides a good foundation to systematically approach lighting designs with a comprehensive procedure to link the practical lighting considerations with the lighting requirements that will provide occupant comfort and good energy management. This method will help designers to compare different lighting alternatives by analysing the lighting impact of different lit facade options at the very early stage of the lighting design process.</p>


1996 ◽  
Vol 76 (06) ◽  
pp. 0939-0943 ◽  
Author(s):  
B Boneu ◽  
G Destelle ◽  

SummaryThe anti-aggregating activity of five rising doses of clopidogrel has been compared to that of ticlopidine in atherosclerotic patients. The aim of this study was to determine the dose of clopidogrel which should be tested in a large scale clinical trial of secondary prevention of ischemic events in patients suffering from vascular manifestations of atherosclerosis [CAPRIE (Clopidogrel vs Aspirin in Patients at Risk of Ischemic Events) trial]. A multicenter study involving 9 haematological laboratories and 29 clinical centers was set up. One hundred and fifty ambulatory patients were randomized into one of the seven following groups: clopidogrel at doses of 10, 25, 50,75 or 100 mg OD, ticlopidine 250 mg BID or placebo. ADP and collagen-induced platelet aggregation tests were performed before starting treatment and after 7 and 28 days. Bleeding time was performed on days 0 and 28. Patients were seen on days 0, 7 and 28 to check the clinical and biological tolerability of the treatment. Clopidogrel exerted a dose-related inhibition of ADP-induced platelet aggregation and bleeding time prolongation. In the presence of ADP (5 \lM) this inhibition ranged between 29% and 44% in comparison to pretreatment values. The bleeding times were prolonged by 1.5 to 1.7 times. These effects were non significantly different from those produced by ticlopidine. The clinical tolerability was good or fair in 97.5% of the patients. No haematological adverse events were recorded. These results allowed the selection of 75 mg once a day to evaluate and compare the antithrombotic activity of clopidogrel to that of aspirin in the CAPRIE trial.


2016 ◽  
Vol 22 (2(99)) ◽  
pp. 48-51
Author(s):  
D.S. Kalynychenko ◽  
◽  
Ye.Yu. Baranov ◽  
M.V. Poluian ◽  
◽  
...  

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