Search results for "Civil Engineering"

showing 10 items of 1216 documents

Adaptive real-time estimation on road disturbances properties considering load variation via vehicle vertical dynamics

2013

Published version of an article in the journal: Mathematical Problems in Engineering. Also available from the publisher at: http:/dx.doi.org/10.1155/2013/283528 Open Access Vehicle dynamics are directly dependent on tire-road contact forces and torques which are themselves dependent on the wheels' load and tire-road friction characteristics. An acquisition of the road disturbance property is essential for the enhancement of vehicle suspension control systems. This paper focuses on designing an adaptive real-time road profile estimation observer considering load variation via vehicle vertical dynamics. Firstly, a road profile estimator based on a linear Kalman filter is proposed, which has g…

EngineeringArticle SubjectObserver (quantum physics)business.industrylcsh:MathematicsGeneral MathematicsGeneral EngineeringEstimatorControl engineeringlcsh:QA1-939Contact forceVehicle dynamicslcsh:TA1-2040Control theoryControl systemTorqueSprung massVDP::Matematikk og Naturvitenskap: 400::Matematikk: 410::Anvendt matematikk: 413lcsh:Engineering (General). Civil engineering (General)businessSuspension (vehicle)
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Fault Detection of Networked Control Systems Based on Sliding Mode Observer

2013

Published version of an article in the journal: Mathematical Problems in Engineering. Also availeble from the publisher at: http://dx.doi.org/10.1155/2013/506217 Open Access This paper is concerned with the network-based fault detection problem for a class of nonlinear discrete-time networked control systems with multiple communication delays and bounded disturbances. First, a sliding mode based nonlinear discrete observer is proposed. Then the sufficient conditions of sliding motion asymptotical stability are derived by means of the linear matrix inequality (LMI) approach on a designed surface. Then a discrete-time sliding-mode fault observer is designed that is capable of guaranteeing the…

EngineeringArticle SubjectObserver (quantum physics)business.industrylcsh:MathematicsGeneral MathematicsGeneral EngineeringStability (learning theory)Linear matrix inequalitylcsh:QA1-939Fault (power engineering)VDP::Matematikk og Naturvitenskap: 400::Informasjons- og kommunikasjonsvitenskap: 420Fault detection and isolationNonlinear systemlcsh:TA1-2040Control theoryBounded functionControl systemVDP::Matematikk og Naturvitenskap: 400::Matematikk: 410::Anvendt matematikk: 413lcsh:Engineering (General). Civil engineering (General)businessMathematical Problems in Engineering
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Bending-Shear interaction domains for externally prestressed concrete girders

2013

In prestressed concrete structures, the evaluation of the safety level is generally carried out by separating the bending moment strength and the shear force capacity. Actually interaction between bending moment (M) and shear force (V) can have significant consequences on evaluations in service life, especially when the ultimate limit state (ULS) is considered. In this paper, the M-V interaction is addressed for prestressed concrete girders, in the cases of both bonded and unbonded prestressing tendons. It can be demonstrated, by drawing the interaction domains (M-V), that a significant reduction of the safety level has to be considered when shear force is evaluated together with bending mo…

EngineeringArticle SubjectShear forcebending moment-shear interaction; limit state; strength domain; external prestressing; box girderexternal prestressingshearlimit statelaw.inventionPrestressed concretelawGirderInteraction domains; bending; shear; prestressingLimit state designGeotechnical engineeringShear and moment diagramCivil and Structural Engineeringstrength domainbusiness.industrybox girderStructural engineeringbendingStress fieldSettore ICAR/09 - Tecnica Delle CostruzioniShear (geology)lcsh:TA1-2040Bending momentprestressingInteraction domainlcsh:Engineering (General). Civil engineering (General)businessbending moment-shear interaction
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Robust Redundant Input Reliable Tracking Control for Omnidirectional Rehabilitative Training Walker

2014

Published version of an article in the journal: Mathematical Problems in Engineering. Also available from the publisher at: http://dx.doi.org/10.1155/2014/636934 The problem of robust reliable tracking control on the omnidirectional rehabilitative training walker is examined. The new nonlinear redundant input method is proposed when one wheel actuator fault occurs. The aim of the study is to design an asymptotically stable controller that can guarantee the safety of the user and ensure tracking on a training path planned by a physical therapist. The redundant degrees of freedom safety control and the asymptotically zero state detectable concept of the walker are presented, the model of redu…

EngineeringArticle Subjectbusiness.industryGeneral Mathematicslcsh:MathematicsVDP::Technology: 500::Mechanical engineering: 570General EngineeringControl engineeringDegrees of freedom (mechanics)Fault (power engineering)lcsh:QA1-939Computer Science::RoboticsCenter of gravityZero state responseEngineering (all)Exponential stabilityControl theorylcsh:TA1-2040Stability theoryMathematics (all)businessActuatorlcsh:Engineering (General). Civil engineering (General)Mathematics (all); Engineering (all)Mathematical Problems in Engineering
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An Analytical Tire Model with Flexible Carcass for Combined Slips

2014

Published version of an article in the journal: Mathematical Problems in Engineering. Also available from the publisher at: http://dx.doi.org/10.1155/2014/397538 The tire mechanical characteristics under combined cornering and braking/driving situations have significant effects on vehicle directional controls. The objective of this paper is to present an analytical tire model with flexible carcass for combined slip situations, which can describe tire behavior well and can also be used for studying vehicle dynamics. The tire forces and moments come mainly from the shear stress and sliding friction at the tread-road interface. In order to describe complicated tire characteristics and tire-roa…

EngineeringArticle Subjectbusiness.industryGeneral Mathematicslcsh:MathematicsVDP::Technology: 500::Mechanical engineering: 570General EngineeringStiffnessStructural engineeringlcsh:QA1-939Vehicle dynamicsEngineering (all)lcsh:TA1-2040medicineShear stressMathematics (all)Dynamical frictionTire uniformitymedicine.symptombusinessAnisotropylcsh:Engineering (General). Civil engineering (General)Mathematics (all); Engineering (all)Slip (vehicle dynamics)Test dataMathematical Problems in Engineering
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Control for Networked Control Systems with Time Delays and Packet Dropouts

2013

This paper is concerned with the control issue for a class of networked control systems (NCSs) with packet dropouts and time-varying delays. Firstly, the addressed NCS is modeled as a Markovian discrete-time switched system with two subsystems; by using the average dwell time method, a sufficient condition is obtained for the mean square exponential stability of the closed-loop NCS with a desired disturbance attenuation level. Then, the desired controller is obtained by solving a set of linear matrix inequalities (LMIs). Finally, a numerical example is given to illustrate the effectiveness of the proposed method.

EngineeringArticle Subjectbusiness.industryNetwork packetGeneral Mathematicslcsh:MathematicsGeneral EngineeringMarkov processNetworked control systemlcsh:QA1-939Set (abstract data type)Dwell timesymbols.namesakeExponential stabilityControl theoryComputer Science::Systems and Controllcsh:TA1-2040Control systemsymbolsbusinesslcsh:Engineering (General). Civil engineering (General)Mathematical Problems in Engineering
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Increasing the Capacity of Existing Bridges by Using Unbonded Prestressing Technology: A Case Study

2014

External posttensioning or unbonded prestressing was found to be a powerful tool for retrofitting and for increasing the life extension of existing structures. Since the 1950s, this technique of reinforcement was applied with success to bridge structures in many countries, and was found to provide an efficient and economic solution for a wide range of bridge types and conditions. Unbonded prestressing is defined as a system in which the post-tensioning tendons or bars are located outside the concrete cross-section and the prestressing forces are transmitted to the girder through the end anchorages, deviators, or saddles. In response to the demand for a faster and more efficient transportati…

EngineeringArticle Subjectbusiness.industryStructural engineeringBridge (interpersonal)CorrosionDeckLife extensionCrackingSettore ICAR/09 - Tecnica Delle Costruzionilcsh:TA1-2040GirderPrestressed concrete design procedure bridgeForensic engineeringRetrofittingBearing capacitylcsh:Engineering (General). Civil engineering (General)businessCivil and Structural EngineeringExisting Bridge; Life extension; External post-tensioning; Railway bridge; Prestressed concrete bridges; concrete structures rehabilitation and retrofitting
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Control Design for Discrete-Time Fuzzy Systems with Disturbance Inputs via Delta Operator Approach

2013

Published version of an article in the journal: Mathematical Problems in Engineering. Also available from the publisher: http://dx.doi.org/10.1155/2013/724918 Open Access This paper is concerned with the problem of passive control design for discrete-time Takagi-Sugeno (T-S) fuzzy systems with time delay and disturbance input via delta operator approach. The discrete-time passive performance index is established in this paper for the control design problem. By constructing a new type ofLyapunov-Krasovskii function (LKF) in delta domain, and utilizing some fuzzy weighing matrices, a new passive performance condition is proposed for the system under consideration. Based on the condition, a st…

EngineeringArticle Subjectbusiness.industrylcsh:MathematicsGeneral MathematicsGeneral EngineeringControl engineeringFuzzy control systemFunction (mathematics)Delta operatorType (model theory)lcsh:QA1-939Fuzzy logicDomain (software engineering)Discrete time and continuous timelcsh:TA1-2040Control theoryVDP::Matematikk og Naturvitenskap: 400::Matematikk: 410::Anvendt matematikk: 413lcsh:Engineering (General). Civil engineering (General)businessMathematical Problems in Engineering
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Angle Displacement Robust Controller for the Port Plate of the Hydraulic Transformer

2013

The hydraulic transformer is used in the hydraulic system to enhance the efficiency. However, how to control the angle displacement of the port plate is becoming a critical issue because of the new structure of the hydraulic transformer. This paper presents a new method for the angle displacement control system. Firstly, the basic principle of the system is presented. Then, the disturbance which is mainly the friction torque between the port plate and the cylinder block is calculated to estimate the range. Furthermore, the guaranteed cost control (GCC) is analyzed and combined with the disturbance and the characteristics of parameter uncertainties. Finally, the proposed control method is co…

EngineeringArticle Subjectbusiness.industrylcsh:MathematicsGeneral MathematicsGeneral EngineeringHydraulic transformerPort (circuit theory)lcsh:QA1-939Displacement (vector)Physics::Fluid Dynamicslcsh:TA1-2040Control theoryRange (statistics)Cylinder blockHydraulic machinerylcsh:Engineering (General). Civil engineering (General)businessFriction torqueMathematical Problems in Engineering
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Adaptive Finite-Time Control for a Flexible Hypersonic Vehicle with Actuator Fault

2013

The problem of robust fault-tolerant tracking control is investigated. Simulation on the longitudinal model of a flexible air-breathing hypersonic vehicle (FAHV) with actuator faults and uncertainties is conducted. In order to guarantee that the velocity and altitude track their desired commands in finite time with the partial loss of actuator effectiveness, an adaptive fault-tolerant control strategy is presented based on practical finite-time sliding mode method. The adaptive update laws are used to estimate the upper bound of uncertainties and the minimum value of actuator efficiency factor. Finally, simulation results show that the proposed control strategy is effective in rejecting unc…

EngineeringArticle Subjectbusiness.industrylcsh:MathematicsGeneral MathematicsGeneral EngineeringMode (statistics)Hypersonic vehicleControl engineeringlcsh:QA1-939Track (rail transport)Tracking (particle physics)Upper and lower boundsActuator faultEfficiency factorComputer Science::Roboticslcsh:TA1-2040Control theorylcsh:Engineering (General). Civil engineering (General)businessActuatorMathematical Problems in Engineering
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