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جستجوی مقالات مرتبط با کلیدواژه « Adaptive Neuro » در نشریات گروه « عمران »

تکرار جستجوی کلیدواژه « Adaptive Neuro » در نشریات گروه « فنی و مهندسی »
  • H. Fattahi*, Z. Bayatzadehfard
    Horizontal Directional Drilling (HDD) is extensively used in geothechnical engineering. In a variety of conditions it is essential to predict the torque required for performing the reaming operation. Nevertheless, there is presently not a convenient method to accomplish this task. To overcome this problem, in this research, the application of computational intelligence methods for data analysis named Support Vector Regression (SVR) optimized by differential evolution algorithm (DE) and Adaptive Neuro-Fuzzy Inference System (ANFIS) to estimate of the required rotational torque to operate horizontal directional drilling is demonstrated. Three ANFIS models were implemented, ANFIS–subtractive clustering method (ANFIS-SCM), ANFIS–grid partitioning (ANFIS-GP) and ANFIS–fuzzy c–means clustering method (ANFIS-FCM). The estimation abilities offered using SVR-DE, ANFIS-FCM, ANFIS-SCM, ANFIS-GP were presented by using field data given in open source literatures. In these models, the rotational torque (M) is used as the output parameter, while the length of drill string in the borehole (L), axial force on the cutter/bit (P), rotational speed (revolutions per minute) of the bit (N), the radius for the ith reaming operation (Di), the mud flow rate (W), the total angular change of the borehole (KL), and the mud viscosity (V) are the input parameters. To compare the performance of models for rotational torque to operate horizontal directional drilling prediction, the coefficient of correlation (R2) and mean square error (MSE) of the models were calculated, indicating the good performance of the ANFIS-SCM model.
    Keywords: rotational torque, horizontal directional drilling, support vector regression, differential evolution algorithm, adaptive neuro, fuzzy inference system}
  • پرهام پهلوانی *، حامد امینی امیرکلایی
    امروزه از سیستم های شناسایی قدرتمندی جهت کلاسه بندی داده ها استفاده می شود که روند یادگیری در آن ها به صورت جعبه سیاه بوده بگونه ای که نحوه کلاسه بندی و ارتباط بین توصیفگرها برای کاربر قابل فهم نمی باشند.. درحالی که قابل فهم بودن دانش بدست آمده توسط سیستم های شناسایی می تواند کمک شایان توجهی به کاربر نماید تا کلاسه بندی را با دقت و صحت بیشتری انجام دهد. ازاین رو کشف دانش در قالب استخراج مجموعه ای از قوانین جهت کلاسه بندی دادها ازجمله موضوعات مهم و پرکاربرد در پردازش تصویر می باشد که سبب درک بهتر روش کلاسه بندی و بهبود آن در گام های بعدی می گردد. هدف این مقاله، پیشنهاد روندی جهت استخراج قوانین فازی به صورت شرطی از سیستم استنتاج نوروفازی انطباق پذیر برای کلاسه بندی داده های لیدار و تصاویر هوایی رقومی می باشد. تا بدین وسیله میزان اهمیت و ارتباط بین توصیفگرهایی که منجر به استخراج یک عارضه خاص می گردند در قالب یکسری قوانین فازی با زبان قابل فهم برای کاربر شناسایی گردند. به بیان دیگر مشخص شود که ارتباط کدامیک از توصیفگرها در شناسایی یک عارضه از بالاترین میزان اهمیت برخوردار است. در این راستا ابتدا تعدادی توصیفگر بالقوه اولیه تولید شده و سپس توصیفگرهای بهینه توسط الگوریتم ژنتیک انتخاب شدند. با وارد نمودن داده های آموزشی به الگوریتم جداسازی تورانه ای مقادیر اولیه برای مجموعه های فازی در مقدم قوانین تعیین گشت و طی فرآیند آموزش، کلاسه بندی کننده نهایی ایجاد و دو کلاس درختان و ساختمان ها شناسایی گشتند. سپس با پیشنهاد یک روش فازی- مبنا و با استفاده از توابع عضویت نهایی بدست آمده از سیستم استنتاج نوروفازی انطباق پذیر و داده های آموزشی اخذشده از لایه های توصیفگر، مجموعه قوانین فازی موثر از فرآیند شناسایی استخراج گشت. قوانین فازی استخراج شده از این روش از لحاظ منطقی و با در نظر گرفتن لایه های توصیفگر مورد بررسی قرار گرفتند که نتایج نشان از توانایی بالای روش پیشنهادی در استخراج قوانین از فرآیند شناسایی داشتند.
    کلید واژگان: داده های لیدار, تصاویر هوایی رقومی, قوانین فازی, سیستم استنتاج نوروفازی انطباق پذیر}
    P. Pahlavani *, H. Amini
    Nowadays, powerful detection systems, which the learning procedure of them is black box and is not available, have been widely used to classify data. However, the understandability of the acquired knowledge from these detection systems can significantly help operator in carrying out classification performance with high accuracy and precision. Hence, knowledge acquisition in a form of fuzzy rule set is an important issue in the image processing that causes to comprehend the classification methods appropriately and to improve them subsequently. The purpose of this paper is proposing a method to extract fuzzy rules in IF-THEN form via an Adaptive Neuro-Fuzzy Inference System (ANFIS) for classification LiDAR data and digital aerial images. Detection of building and tree in urban areas needs to determine some features to perform the detection procedure; because classification algorithms decide about pixel entity based on its feature vector. These features can make the object separation possible by the textural, the spectral, and the structural characteristics. Nowadays, by increasing the number of the active and passive sensors, it is possible to record the textural, the spectral, and the structural characteristics of objects in different wavelengths by various approaches. In this paper, some potentially features were generated, and then optimal features were selected using the genetic algorithm. Using the selected optimum features, an ANFIS was used to recognize the objects accurately. In this regard, at first, the prepared training data was utilized as inputs of grid partitioning algorithm and a Sugeno fuzzy inference system with one output was generated by determining the type and the number of input membership functions, as well as theS type of output membership functions. Then, the grid partitioning algorithm figured out the best state of the membership functions after investigating the whole of the possible states. Afterwards, the training and checking data were entered into the generated ANFIS and during the training procedure, the final classifier was concluded to detect buildings and trees. Finally, by proposing a different fuzzy-based method and using the selected training data, as well as the output membership functions of the proposed ANFIS, a set of effective fuzzy rules were extracted. The proposed method has three main steps. In the first step, the tuned premise parameters (after training process) of inputs training data of ANFIS were extracted according to the mean values of the membership functions. In the second step, firstly, based on the number of membership functions of each feature, the total number of feasible fuzzy rules was determined. Then, for each training data, the fired values for all rules were computed. The rule that had the most effect in the process was chosen as the fired fuzzy rule of each training data related to the desired object class. In the third step, the fuzzy rules which has the importance more than a specified threshold in the classification procedure were extracted. The extracted fuzzy rules were considered and analyzed logically regarding the feature layers, and the results show the high capability of the fuzzy-based proposed method in extracting rules from the objects detection procedure.
    Keywords: LiDAR Data, Digital Aerial Images, Fuzzy Rules, Grid Partitioning Algorithm, Adaptive Neuro, Fuzzy Inference System}
  • Validation and Application of evolutionary computational technique on Disturbed State Constitutive Model
    Farzin Kalantary, Javad Sadoghi Yazdi, Hossein Bazazzadeh
    In comparison with other geomaterials, constitutive modeling of rockfill materials and its validation is more complicated. This is principally due to the existence of more intricate phenomena such as particle crushing, as well as laboratory test limitations. These issues have necessitated developing more complex constitutive models, with many parameters. Regardless of the type of model, the calibrations of the parameters in such models are considered as one of the most important and challenging steps in the application of the model. Therefore, the need for comprehensive and rapid methods for evaluation of optimum parameters of the models is deemed necessary. In this paper, a Neuro-Fuzzy model in conjunction with Particle Swarm Optimization (PSO) is used for calibration of the twelve parameters of Hierarchical Single Surface (HISS) constitutive model based on the Disturbed State Concept (DSC). The Neuro-fuzzy system is used to provide a high-degree nonlinear regression model between the deviatoric stress and volumetric strain versus axial strain that has been obtained from consolidated drained large scale tri-axial tests on rockfill materials. The model parameters are determined in an iterative optimized loop with PSO and ANFIS such that the equations of DSC/HISS are simultaneously satisfied. Material data used in this study are gathered from the results of large tri-axial tests for two rockfill dams in Iran. It is shown that the proposed method has higher accuracy and more importantly its robustness is exhibited through test predictions. The achieved improvement is substantiated in a comparison with the more widely used "Least-Square" method.
    Keywords: Rockfill material, DSC, HISS Constitutive model, Particle Swarm Optimization, Adaptive Neuro, Fuzzy Interface System}
  • Amir Tarighat
    Concrete bridge deck damage detection by measurement and monitoring variables related to vibration signatures is one of the main tasks of any Bridge Health Monitoring System (BHMS). Generally damage puts some detectable/discoverable signs in the parameters of bridge vibration behavior. However, differences between frequency and mode shape before and after damage are not remarkable as vibration signatures. Therefore most of the introduced methods of damage detection cannot be used practically. Among many methods it seems that models based on artificial intelligence which apply soft computing methods are more attractive for specific structures. In this paper an Adaptive Neuro-Fuzzy Inference System (ANFIS) is used to detect the damage location in a concrete bridge deck modeled by finite element method. Some damage scenarios are simulated in different locations of the deck and accelerations as representatives of response at some specific points are calculated. Excitement is done by applying an impact load at the center of the deck. In the proposed ANFIS damage detection model accelerations are inputs and location of the damage is output. Trained model by simulated data can show the location of the damage very well with a few training data and scenarios which are not used in training stage. This system is capable to be included in real-time damage detection systems as well.
    Keywords: Damage detection, finite element method, adaptive neuro, fuzzy inference system, simulated damage scenarios}
  • R. Kamyab, E. Salajegheh
    This study deals with predicting nonlinear time history deflection of scallop domes subject to earthquake loading employing neural network technique. Scallop domes have alternate ridged and grooves that radiate from the centre. There are two main types of scallop domes, lattice and continuous, which the latticed type of scallop domes is considered in the present paper. Due to the large number of the structural nodes and elements of scallop domes, nonlinear time history analysis of such structures is time consuming. In this study to reduce the computational burden radial basis function (RBF) neural network is utilized. The type of inputs of neural network models seriously affects the computational performance and accuracy of the network. Two types of input vectors: cross-sectional properties and natural periods of the structures can be employed for neural network training. In this paper the most influential natural periods of the structure are determined by adaptive neuro-fuzzy inference system (ANFIS) and then are used as the input vector of the RBF network. Results of illustrative example demonstrate high performance and computational accuracy of RBF network.
    Keywords: earthquake, nonlinear behaviour, radial basis function, adaptive neuro, fuzzy inference system, neural network}
  • هادی فتحی پورآذر، نقدعلی چوپانی، حسن افشین*
    انرژی شکست بتن GF، یکی از پارامترهای اساسی شکست و معرف مقاومت ترک خوردگی بتن است،همچنین یکی از ویژگی های مهم بتن در ملاحظات طراحی سازه های بتنی است. در سال های اخیر با بهره گیری از روش های مختلف آزمایشگاهی، پارامتر های شکست بتن مورد بررسی قرار گرفته است؛ نقش این پارامتر ها در طراحی سازه ها از اهمیت ویژه ای برخوردار است. در این مقاله مدل شکست بر اساس سیستم تطبیقی فازی عصبی (ANFIS) برای تخمین پارامترشکست بتن GF(انرژی مخصوص شکست که مساحت زیر منحنی تنش بازشدگی نوک ترک است) در بارگذاری تحت خمش سه نقطه ای (3PB) ارائه شده است. نتایج نشان می دهند که می توان با استفاده از سیستم استنتاج تطبیقی فازی عصبی شبکه را آموزش و مدل بهینه ای برای هر سری از داده ها ایجاد کرد و از توابع عضویت gaussmf و الگوریتم آموزش هیبریدی به عنوان یک ابزار موثر برای تخمین انرژی شکست بتن استفاده کرد.
    کلید واژگان: سیستم استنتاج تطبیقی فازی عصبی, ANFIS, مکانیک شکست, بتن, انرژی شکست}
    Fracture energy of concrete is one of the basic parameters of fracture that present the concrete cracking resistance and also is one of the important characteristics in considering design of concrete engineering structures. In recent years، fracture parameters of concrete have been investigated using various experimental methods; and the role of these parameters in design of structures is an important issue. In this paper، a fracture model based adaptive neuro-fuzzy inference system (ANFIS) has been implicated to estimate the fracture parameter of concrete GF (specific fracture energy i. e. the area under the stress- displacement curve) using a three-point bending (3PB) specimen. The results showed that the adaptive neuro-fuzzy inference system and its proper training can be used in order to create an optimal model for each series of data and can be applied to evaluate the adaptive neuro-fuzzy inference system reliability as an effective tool to estimate the fracture energy of concrete.
    Keywords: Adaptive neuro, fuzzy inference system (ANFIS), Fracture energy, concrete}
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