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Πλοήγηση ανά Θέμα "Structural analysis"

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Αποτελέσματα 1-20 από 31

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  • ημερομηνία δημοσίευσης
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    • Thumbnail

      Aerodynamic shape optimization for minimum robust drag and lift reliability constraint 

      Papadimitriou D.I., Papadimitriou C. (2016)
      A methodology for shape optimization of aerodynamic bodies under uncertainties is presented. Flow-related and geometrical uncertainties are considered and quantified by probability distribution functions. The optimal shape ...
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      Analyzing the Maritime Transportation System in Greece: a Complex Network Approach 

      Tsiotas, D.; Polyzos, S. (2014)
      Maritime networks of coastal and insular countries constitute fundamental transportation systems affecting the economy and the developmental dynamics of their countries. Under this perspective, the present article studies ...
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      Bayesian Hierarchical Models for Uncertainty Quantification in Structural Dynamics 

      Ballesteros, G. C.; Angelikopoulos, P.; Papadimitriou, C.; Koumoutsakos, P. (2014)
      The Bayesian framework for hierarchical modeling is applied to quantify uncertainties, arising mainly due to manufacturing variability, for a group of identical structural components. Parameterized Gaussian models of ...
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      A bayesian identification methodology for selection among Pareto optimal structural models using modal residuals 

      Christodoulou, K.; Papadimitriou, C. (2005)
      The structural parameter estimation problem based on measured modal data is formulated as a multi-objective optimization problem in which modal metrics measuring the fit between measured and model predicted groups of modal ...
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      Bayesian methodology for structural damage identification and reliability assessment 

      Papadimitriou, C.; Ntotsios, E. (2009)
      A Bayesian framework is presented for structural model selection and damage identification utilizing measured vibration data. The framework consists of a two-level approach. At the first level the problem of estimating the ...
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      Computational Framework for Online Estimation of Fatigue Damage using Vibration Measurements from a Limited Number of Sensors 

      Giagopoulos D., Arailopoulos A., Dertimanis V., Papadimitriou C., Chatzi E., Grompanopoulos K. (2017)
      This study proposes a computational framework for the online estimation of fatigue damage using operational vibration measurements from a limited number of sensors. To infer the stress response time histories required for ...
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      A computationally efficient Bayesian framework for structural health monitoring using physics-based models 

      Papadimitriou C., Argyris C., Panetsos P. (2015)
      A Bayesian inference framework for structural damage identification is presented. Sophisticated structural identification methods, combining vibration information from the sensor network with the theoretical information ...
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      The effect of nonlinear wave-structure and soil-structure interactions in the design of an offshore structure 

      Chatziioannou K., Katsardi V., Koukouselis A., Mistakidis E. (2017)
      This work highlights the importance of the consideration of nonlinearities in the analysis and design of deep water platforms. The nonlinearities concern both the calculation of the wave loading and the structural analysis ...
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      Failure of locally buckled pipelines 

      Dama, E.; Karamanos, S. A.; Gresnigt, A. M. (2006)
      Mechanical damage in steel pipelines in the form of local buckles due to excessive bending deformation, may severely threaten their structural integrity. The present paper describes experimental and numerical research ...
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      Fast Bayesian structural damage localization and quantification using high fidelity FE models and CMS techniques 

      Papadioti, D. C.; Papadimitriou, C. (2012)
      Bayesian estimators are proposed for damage identification (localization and quantification) of civil infrastructure using vibration measurements. The actual damage occurring in the structure is predicted by Bayesian model ...
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      Finite element model validation and predictions using dynamic reduction techniques 

      Papadioti, D. C.; Papadimitriou, C. (2011)
      Finite element (FE) model updating and validation techniques are formulated as single and multi-objective optimization problems. A multi-objective optimization framework results in multiple Pareto optimal models that are ...
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      Information-driven modeling of structures using a Bayesian framework 

      Papadimitriou C., Argyris C., Panetsos P. (2018)
      This work presents a comprehensive Bayesian framework for integrating information from data and models of civil infrastructure systems. In the proposed framework, modeling uncertainties are quantified and propagated through ...
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      Model-reduction techniques for reliability-based design problems of complex structural systems 

      Jensen H.A., Muñoz A., Papadimitriou C., Millas E. (2016)
      This work presents a strategy for dealing with reliability-based design problems of a class of linear and nonlinear finite element models under stochastic excitation. In general, the solution of this class of problems is ...
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      MODELING, ANALYSIS AND RELIABILITY OF SEISMICALLY EXCITED STRUCTURES: COMPUTATIONAL ISSUES 

      Fragiadakis, M.; Papadrakakis, M. (2008)
      A critical review of the current state of the art of the computing practices adopted by the earthquake engineering community is presented. Advanced computational tools are necessary for estimating the demand on seismically ...
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      Nonlinear dynamic response of a compliant tower under the effect of steady and unsteady sea states 

      Chatziioannou K., Katsardi V., Koukouselis A., Mistakidis E. (2017)
      The purpose of this work is to highlight the importance of considering the actual nonlinear dynamic response for the analysis and design of fixed deep water platforms. The paper highlights the necessity of applying dynamic ...
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      A Nonlinear Model Inversion Method for Joint System Parameter, Noise, and Input Identification of Civil Structures 

      Ebrahimian H., Astroza R., Conte J.P., Papadimitriou C. (2017)
      This paper presents a framework for nonlinear system identification of civil structures using sparsely measured dynamic output response of the structure. Using a sequential maximum likelihood estimation (MLE) approach, the ...
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      A Novel steel pipe joint for enhancing pipeline seismic resilience i: Development and validation 

      Karamanos S.A., Keil B.D., Mielke R.D., Gobler F., Lucier G., Sarvanis G.C., Chatzopoulou G., Fappas D. (2022)
      During the last four years, an extensive experimental project has been launched to determine the structural performance of lap welded joints under ground-induced deformations, mainly due to severe seismic events. The ...
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      On the consideration of wave and structural nonlinearities in the design of compliant towers through dynamic analysis 

      Chatziioannou K., Katsardi V., Koukouselis A., Mistakidis E. (2018)
      The purpose of this work is to highlight the importance of considering the wave and structural nonlinearities in the design through dynamic analysis of offshore platforms located in deep water. The paper studies the necessity ...
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      Online damage detection via a synergy of proper orthogonal decomposition and recursive Bayesian filters 

      Eftekhar Azam S., Mariani S., Attari N.K.A. (2017)
      In this paper, an approach based on the synergistic use of proper orthogonal decomposition and Kalman filtering is proposed for the online health monitoring of damaged structures. The reduced-order model of a structure is ...
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      Optimal sensor and actuator configuration for structural identification 

      Papadimitriou, C.; Christodoulou, K.; Pavlidou, M.; Karamanos, S. A. (2001)
      A methodology is presented for designing cost-effective optimal sensor and actuator configurations useful for structural model updating and health monitoring purposes. The optimal sensor and actuator configuration is ...
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