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Prediction of Concrete Faced Rock Fill Dams Settlements Using Genetic Programming Algorithm

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International Journal of Geosciences 2012年第3期3卷 601-609页

作者： seyed morteza marandi seyed Mahmood VaeziNejad Elyas Khavari Civil Engineering Department ShahidBahonar UniversityKerman Iran

In the present study a Genetic Programing model (GP) proposed for the prediction of relative crest settlement of concrete faced rock fill dams. To this end information of 30 large dams constructed in seven countries across the world is gathered with their reported settlements. The results showed that the GP model is able to estimate the dam settlement properly based on four properties, void ratio of dam’s body (e), height (H), vertical deformation modulus (Ev) and shape factor (Sc) of the dam. For verification of the model applicability, obtained results compared with other research methods such as Clements’s formula and the finite element model. The comparison showed that in all cases the GP model led to be more accurate than those of performed in literature. Also a proper compatibility between the GP model and the finite element model was perceived.

关键词： Concrete Faced Rock-Fill Dams Settlement Genetic Programming Algorithm Finite Element Model

Zonation and Prediction of Land Subsidence (Case Study-Kerman, Iran)

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International Journal of Geosciences 2011年第2期2卷 102-110页

作者： seyed Mahmood VaeziNejad Mohamad Mohsen Tofigh seyed morteza marandi Department of Civil Engineering Bahonar University

Drought and Immethodical ground water withdrawal in recent years has caused numerous problems such as subsidence due to falling of subsurface water table, the reduction of water quality, etc. in cities across the world. This research as a case study deals with harmful effects of subsurface water withdrawal in the city of Kerman and practical monitoring of the subsidence and makes prediction of land subsidence. The artificial neural network has been used for modeling the monitored results and prediction of future subsidence. A surveying network with more than 500 installed benchmarks in an area of 334 square kilometer has been used to measure the subsidence of the city area. Benchmarks were installed in the beginning of 2004 and were monitored at the end of 2004, 2006, and 2007. For modeling, extra data were obtained from Iranian Surveying Organization for the years before 2004. The resulting model showed that, the subsidence varies between zero and 15cm per year in different parts of the City, which depends on the subsurface-layered soils, their compressibility, and the manner of subsurface water withdrawal.

关键词： Land Subsidence Zonation Subsurface Water Withdrawal Artificial Neural Network Subsidence Prediction

New insights on the role of chondroitin sulfate proteoglycans in neural stem cell–mediated repair in spinal cord injury

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Neural Regeneration Research 2025年第6期20卷 1699-1700页

作者： seyed Mojtaba Hosseini Soheila Karimi-Abdolrezaee Department of Physiology and Pathophysiology Spinal Cord Research CentreRady Faculty of Health SciencesUniversity of ManitobaWinnipegMBCanada Manitoba Multiple Sclerosis Research Center WinnipegMBCanada Children Hospital Research Institute of Manitoba WinnipegMBCanada

Extensive neurodegeneration is a hallmark of traumatic spinal cord injury (SCI) that underlies permanent sensorimotor and autonomic impairments (Alizadeh et al.,2019).Following the primary impact,the spinal cord undergoes a cascade of secondary injury mechanisms that are driven by disruption of the blood-spinal cord ba rrier,vascula r inju ry,glial reactivity,neu roinfla mmation,oxidative stress,lipid peroxidation,and glutamate excitotoxicity that culminate in neuronal and oligodendroglial cell death,demyelination,and axonal damage(Alizadeh et al.,2019).To achieve a meaningful functional recovery after SCI,regeneration of new neurons and oligodendrocytes and their successful growth and integration within the neural network are critical steps for reconstructing the damaged spinal cord tissue (Fischer et al.,2020).

关键词： peroxidation Fischer injury

Large-scale seismic isolation through regulated liquefaction： a feasibility study

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Earthquake Engineering and Engineering Vibration 2016年第4期15卷 579-595页

作者： seyed Amin Mousavi morteza Bastami seyed Mehdi Zahrai School of Civil Engineering College of Engineering University of Tehran Tehran Iran International Institute of Earthquake Engineering and Seismology TehranIran Center of Excellence for Engineering and Management of Civil Infrastructures School of Civil Engineering Faculty of EngineeringUniversity of Tehran Tehran Ivan

Using controlled liquefaction, a seismic isolation technique is introduced by which a large area with dozens of structures can be seismically isolated. The proposed Large Scale Seismic Isolation （LSSI） is in many ways similar to conventional base isolations. The required bearing is provided by a fully undrained pre-saturated liquefiable layer which has substantial vertical stiffness/capacity and minimal lateral stiffness. Moreover, required energy dissipation would be provided through material damping and Biot flow-induced damping within the liquefied layer. LSSI consists of a thick non- liquefiable crust layer and an underlying engineered pre-saturated liquefiable layer bounded by two impermeable thin clay layers. The liquefiable layer should be designed to trigger liquefaction as soon as possible within the early seconds of a design level seismic event. Adopting the energy-based GMP liquefaction theory, optimum gradation of the liquefiable layer is also investigated. It tumed out that LSSI would effectively reduce acceleration response spectrum within short to medium periods. Contribution of the proposed LSSI is more pronounced in the case of stronger ground motions such as near field events as well as ground motions with longer return periods.

关键词： liquefaction seismic isolation effective stress analysis ground response analysis passive control

Fuzzy coloured petri nets‐based method to analyse and verify the functionality of software

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CAAI Transactions on Intelligence Technology 2023年第3期8卷 863-879页

作者： Mina Chavoshi seyed morteza Babamir Department of Software Engineering University of KashanKashanIran

Some types of software systems,like event‐based and non‐deterministic ones,are usually specified as rules so that we can analyse the system behaviour by drawing inferences from firing the ***,when the fuzzy rules are used for the specification of non‐deterministic behaviour and they contain a large number of variables,they constitute a complex form that is difficult to understand and infer.A solution is to visualise the system specification with the capability of automatic rule *** this study,by representing a high‐level system specification,the authors visualise rule representation and firing using fuzzy coloured Petri‐***,several fuzzy Petri‐nets‐based methods have been presented,but they either do not support a large number of rules and variables or do not consider significant cases like(a)the weight of the premise's propositions in the occurrence of the rule conclusion,(b)the weight of conclusion's proposition,(c)threshold values for premise and conclusion's propositions of the rule,and(d)the certainty factor(CF)for the rule or the conclusion's *** considering cases(a)-(d),a wider variety of fuzzy rules are *** authors applied their model to the analysis of attacks against a part of a real secure water treatment *** another real experiment,the authors applied the model to the two scenarios from their previous work and analysed the results.

关键词： fuzzy logic software engineering verification

Numerical Modelling Investigation of Wave Interaction on Composite Berm Breakwater

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China Ocean Engineering 2021年第5期35卷 631-645页

作者： seyed morteza MARASHIAN Mehdi ADJAMI Ahmad Rezaee MAZYAK Water and Environmental Engineering Department Faculty of Civil EngineeringShahrood University of TechnologyShahroodIran Faculty of Civil and Environmental Engineering Tarbiat Modares UniversityTehranIran

The breakwaters have experienced many changes during their construction *** changes have been considered to improve their performance,depending on their environmental conditions and *** modelling was conducted using FLOW-3 D *** this study,the wave overtopping from composite berm breakwater as new conceptual structure and the pressure imposed on the composite berm breakwater are considered and *** results show a decrease of 84.01,70.88 and 61.42 percent of the wave overtopping in the composite berm breakwater,in comparison to the rubble mound breakwater,horizontally caisson breakwater and caisson breakwater,***,the pressure applied to the composite berm breakwater with the pressure applied to the horizontally caisson breakwater was compared and *** berm breakwater compared with horizontally caisson breakwater in P1,the amount of the obtained pressure decreased by 52.09%,in P2 the amount of the obtained pressure decreased by 63.07%,in P3 decreased by 76.09%and in Pu,this pressure reduced by53.92%.For the composite berm breakwater,the impact of three types of berms,homogenous berm(Type 1),a berm consisting of armor-filter(Type 2)and multi-layer berm(Type 3)with the aim of optimizing the hydraulic responses and wave interaction on the caisson of the breakwater was examined and *** total,Type 3 will be recommended with a significant reduction in the overtopping values and maximum pressure.

关键词： composite berm breakwater wave interaction berm breakwater wave overtopping pressure rubble mound breakwater horizontally caisson breakwater caisson breakwater

Effect of bank slope on the flow patterns in river intakes

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Journal of Hydrodynamics 2014年第3期26卷 482-492页

作者： seyedIAN seyed morteza BAJESTAN Mahmood Shafai FARASATI Masoomeh Department of Hydraulic Structure Ghonbad Kavoos UniversityGhonbad Kavoos Iran Department of Hydraulic Structure Shahid Chamran UniversityAhvaz Iran Department of Water Engineering Razi University Kermanshah Iran

In this work, we studied the dimensions of stream tube in the vertical as well as inclined bank conditions. Data were collected from both a physical model and a 3-D numerical model（SSIIM 2）. Equations for predicting stream tube dimensions were presented and compared with existing formulae. In comparison with vertical bank, it is found that inclining bank causes the bottom stream tube width to be greater than at the surface. The strength of secondary current formed at the entrance of branch channel is reduced. These changes in flow pattern can reduce the amount of sediment delivery into the intake.

关键词： lateral intakes flow pattern bank slope stream tube SSIIM 2 model

On Fuzzy Preordered Structures and (Fuzzy) Hyperstructures

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Acta Mathematica Sinica,English Series 2012年第9期28卷 1787-1798页

作者： Irina CRISTEA morteza JAFARPOUR seyed Sh. MOUSAVI School of Applied Sciences University of Nova Gorica Department of Civil Engineering and Architecture University of Udine Mathematics Department Vali-e-Asr University of Rafsanjan Mathematics Department Shahid Bahonar University of Kerman

This article presents a connection between fuzzy preordered structures and hyperstructures. Firstly, we introduce the notion of fuzzy preordered semigroup and then, we construct a semihypergroup associated with it, giving some properties of the associated hyperstructure. Secondly, we define the notion of fuzzy preordered ring in order to construct a fuzzy hyperring.

关键词： Fuzzy preordered semigroup hypergroup fuzzy hyperring mutually associativity

Effect of Oxygenates Blending with Gasoline to Improve Fuel Properties

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Chinese Journal of Mechanical Engineering 2012年第4期25卷 792-796页

作者： BABAZADEH SHAYAN Soheil seyedPOUR seyed morteza OMMI Fathollah Department of Mechanical Engineering Tarbiat Modares UniversityTehranIran Department of Mechanical Engineering Iran University of Science and TechnologyTehranIran

The purpose of this paper is to study the effect of oxygenate additives into gasoline for the improvement of physicochemical properties of *** Tertiary Butyl Ether（MTBE）,Methanol,Tertiary butyl alcohol（TBA）,and Tertiary amyl alcohol（TAA） blend into unleaded gasoline with various blended rates of 2.5%,5%,7.5%,10%,15%,and 20%.Physicochemical properties of blends are analyzed by the standard American Society of Testing and Materials（ASTM） ***,TBA,and TAA increase density of the mixtures,but MTBE decreases *** addition of oxygenates lead to a distortion of the base gasoline＇s distillation *** Reid vapor pressure（RVP） of gasoline is found to increase with the addition of the oxygenated *** oxygenates improve both motor and research octane *** these four additives,TBA shows the best fuel properties.

关键词： gasoline oxygenates distillation curve reid vapor pressure octane number