標(biāo)題: Titlebook: Computational Methods in Stochastic Dynamics; Volume 2 Manolis Papadrakakis,George Stefanou,Vissarion Pap Book 2013 Springer Science+Busine [打印本頁] 作者: 小天使 時間: 2025-3-21 19:50
書目名稱Computational Methods in Stochastic Dynamics影響因子(影響力)
書目名稱Computational Methods in Stochastic Dynamics影響因子(影響力)學(xué)科排名
書目名稱Computational Methods in Stochastic Dynamics網(wǎng)絡(luò)公開度
書目名稱Computational Methods in Stochastic Dynamics網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Computational Methods in Stochastic Dynamics被引頻次
書目名稱Computational Methods in Stochastic Dynamics被引頻次學(xué)科排名
書目名稱Computational Methods in Stochastic Dynamics年度引用
書目名稱Computational Methods in Stochastic Dynamics年度引用學(xué)科排名
書目名稱Computational Methods in Stochastic Dynamics讀者反饋
書目名稱Computational Methods in Stochastic Dynamics讀者反饋學(xué)科排名
作者: Retrieval 時間: 2025-3-21 21:06 作者: 兇兆 時間: 2025-3-22 01:30
A Comparative Study of Uncertainty Propagation Methods in Structural Problems, for a specific situation..In the present work some classical structural problems will be studied in order to investigate which probabilistic approach, in terms of accuracy and computational cost, better propagates the uncertainty from input to output data. The methods under analysis will be: Univar作者: FEIGN 時間: 2025-3-22 07:30
Application of Interval Fields for Uncertainty Modeling in a Geohydrological Case,val fields. The main advantage of the interval field is its ability to represent a field uncertainty in two separate entities: one to represent the uncertainty and one to represent the spatial dependency. The main focus of the paper is on the application of interval fields to a geohydrological probl作者: 障礙物 時間: 2025-3-22 11:32
Robust Structural Health Monitoring Using a Polynomial Chaos Based Sequential Data Assimilation Tece inherent process uncertainties. The presented methodology is combined with a non-parametric modeling technique to tackle structural health monitoring of a four-story shear building. The structure is subject to a base motion specified by a time series consistent with the El-Centro earthquake and un作者: CHAFE 時間: 2025-3-22 14:22 作者: CHAFE 時間: 2025-3-22 20:35
Stochastic Analysis of the Risk of Seismic Pounding Between Adjacent Buildings, the determination of specific statistics of the response processes. The proposed procedure is applied to estimate the probability of pounding between linear single-degree-of-freedom systems and to evaluate the reliability of simplified design code formulae used to determine building separation dist作者: 諄諄教誨 時間: 2025-3-22 22:03 作者: expunge 時間: 2025-3-23 05:00
Book 2013nd design of structures. The selected chapters are authored by some of the most activescholars in their respective areas and represent some of the most recent developments in this field..?.The book consists of 21 chapters which can be grouped into several thematic topics including dynamic analysis o作者: Entropion 時間: 2025-3-23 08:15 作者: flimsy 時間: 2025-3-23 13:32 作者: PTCA635 時間: 2025-3-23 14:08
6.4.2 The tidal dynamical equations,e inherent process uncertainties. The presented methodology is combined with a non-parametric modeling technique to tackle structural health monitoring of a four-story shear building. The structure is subject to a base motion specified by a time series consistent with the El-Centro earthquake and un作者: 不可磨滅 時間: 2025-3-23 21:24 作者: linear 時間: 2025-3-24 00:54 作者: 調(diào)味品 時間: 2025-3-24 02:28
Finding an Academic Residency Program,mic analysis, a set of spectrum-compatible synthetic accelerograms has been used. As the numerical results have shown, the spectral and energy parameters provide strong correlation to the damage indices. Due to this reason, spectral and energy related parameters are better qualified to be used for t作者: Bronchial-Tubes 時間: 2025-3-24 08:44
Book 2013stic approach to structural problems. Issues related to uncertainty quantification and its influence on the reliability of the computational models are continuously gaining in significance. In particular, the problems of dynamic response analysis and reliability assessment of structures with uncerta作者: invulnerable 時間: 2025-3-24 13:01 作者: 心神不寧 時間: 2025-3-24 18:03
6.4.2 The tidal dynamical equations,ility ... Monte Carlo sampling occurs at a range of values for . that result in larger failure probabilities, and so the design problem essentially amounts to a statistical estimation of a high quantile. Bounds for .. can easily be constructed. Several examples of the approach are given in the paper.作者: obligation 時間: 2025-3-24 19:53
6.2.3 The energy density spectrum,enges associated with the large-scale FE-models involving up to over one million degrees of freedom (DOFs), enhanced strategies are required. A large-scale numerical example, namely a satellite model, will be used for demonstrating the applicability of the employed updating procedure to complex aerospace structures.作者: 卜聞 時間: 2025-3-25 00:37 作者: 1分開 時間: 2025-3-25 06:19
Micro/nanofiber Optical Sensors,e seismic behavior of the tested frame coupled to either a commonly used Rayleigh damping model or a proposed new model. Then, for each of these two damping models, we proceed to a structural fragility analysis and investigate the amount of uncertainty to be induced by damping models.作者: 大方一點(diǎn) 時間: 2025-3-25 08:30 作者: 新鮮 時間: 2025-3-25 14:35
Enhanced Monte Carlo for Reliability-Based Design and Calibration,ility ... Monte Carlo sampling occurs at a range of values for . that result in larger failure probabilities, and so the design problem essentially amounts to a statistical estimation of a high quantile. Bounds for .. can easily be constructed. Several examples of the approach are given in the paper.作者: Harridan 時間: 2025-3-25 19:46 作者: 致詞 時間: 2025-3-25 22:20
Identification of Properties of Stochastic Elastoplastic Systems, procedure is proposed. A validation study of identification procedure is done through a series of virtual experiments taking into account the influence of the measurement error and the order of approximation on the posterior estimate.作者: 有助于 時間: 2025-3-26 00:33
Structural Seismic Fragility Analysis of RC Frame with a New Family of Rayleigh Damping Models,e seismic behavior of the tested frame coupled to either a commonly used Rayleigh damping model or a proposed new model. Then, for each of these two damping models, we proceed to a structural fragility analysis and investigate the amount of uncertainty to be induced by damping models.作者: 取之不竭 時間: 2025-3-26 08:19
6.1 Classification and basic features,nerator of independent realizations are then developed. Several uncertain rigid bodies can be linked each to the others in order to calculate the random response of a multibody dynamical system. An application is proposed to illustrate the theoretical development.作者: 最有利 時間: 2025-3-26 10:20 作者: 犬儒主義者 時間: 2025-3-26 13:23
6.2.3 The energy density spectrum,n on a weakly nonlinear oscillator. In dealing with strongly nonlinear dynamics problems, a variational method is presented by formulating a convolution-type action and using the COE representation as trial functions.作者: 方舟 時間: 2025-3-26 18:48 作者: Biguanides 時間: 2025-3-26 21:13 作者: certitude 時間: 2025-3-27 03:25
6.2.3 The energy density spectrum,actical robust controller design methodology is developed, which is based on recent theoretical results on .. control theory and .-analysis. Numerical examples demonstrate the vibration-suppression property of the proposed smart beams.作者: PALL 時間: 2025-3-27 07:16 作者: 全等 時間: 2025-3-27 09:29
Systematic Formulation of Model Uncertainties and Robust Control in Smart Structures Using ,, and ,actical robust controller design methodology is developed, which is based on recent theoretical results on .. control theory and .-analysis. Numerical examples demonstrate the vibration-suppression property of the proposed smart beams.作者: Neutropenia 時間: 2025-3-27 16:59
Random Dynamical Response of a Multibody System with Uncertain Rigid Bodies,nerator of independent realizations are then developed. Several uncertain rigid bodies can be linked each to the others in order to calculate the random response of a multibody dynamical system. An application is proposed to illustrate the theoretical development.作者: 支架 時間: 2025-3-27 21:33
Dynamic Variability Response for Stochastic Systems,’s response. The necessarily asserted conjecture of independence of the DVRF to the spectral density and the marginal probability density is validated numerically through brute-force Monte Carlo simulations.作者: semble 時間: 2025-3-27 21:56
Computational Stochastic Dynamics Based on Orthogonal Expansion of Random Excitations,n on a weakly nonlinear oscillator. In dealing with strongly nonlinear dynamics problems, a variational method is presented by formulating a convolution-type action and using the COE representation as trial functions.作者: 富足女人 時間: 2025-3-28 02:56
6.2.4 Surface waves in deep water,rections implicit method shows good performance in terms of efficiency and accuracy. In this paper various finite difference and finite element methods are discussed, and the results are compared using various numerical examples.作者: 遺棄 時間: 2025-3-28 09:30
6.1 Classification and basic features,e plotted numerically to study how the random inhomogeneities will affect the dispersion properties of the half space with random density. This research may find its application in seismology, non-destructive test/evaluation, etc.作者: Negligible 時間: 2025-3-28 11:55 作者: Factual 時間: 2025-3-28 16:05
SH Surface Waves in a Half Space with Random Heterogeneities,e plotted numerically to study how the random inhomogeneities will affect the dispersion properties of the half space with random density. This research may find its application in seismology, non-destructive test/evaluation, etc.作者: Introvert 時間: 2025-3-28 18:50 作者: 注視 時間: 2025-3-28 23:57
https://doi.org/10.1007/978-94-007-5134-7ECCOMAS; computational mechanics; computational methods; reliability analysis; seismic analysis; stochast作者: 責(zé)任 時間: 2025-3-29 06:37
978-94-007-9998-1Springer Science+Business Media Dordrecht 2013作者: 故意釣到白楊 時間: 2025-3-29 11:12
Manolis Papadrakakis,George Stefanou,Vissarion PapState-of-the-art material on mathematical and numerical issues in stochastic dynamics.Connection to real-life applications through several numerical examples.Written by leading experts in the field.In作者: subacute 時間: 2025-3-29 11:37 作者: Feature 時間: 2025-3-29 18:01
6.1 Classification and basic features, model of an uncertain rigid body by modeling the mass, the center of mass and the tensor of inertia by random variables. The prior probability distributions of these random variables are constructed using the maximum entropy principle under the constraints defined by the available information. A ge作者: GNAW 時間: 2025-3-29 22:12 作者: 莎草 時間: 2025-3-30 02:27 作者: 使困惑 時間: 2025-3-30 06:24 作者: POINT 時間: 2025-3-30 10:04 作者: OMIT 時間: 2025-3-30 13:28
6.4.2 The tidal dynamical equations,ainty propagation algorithms, and (iii) non probabilistic algorithms. All of these approaches are based on some a priori assumptions about the nature of design variables uncertainty and on the models and systems behavior. Some of these assumptions could misrepresent the original problem and, consequ作者: contrast-medium 時間: 2025-3-30 20:36
6.1 Classification and basic features,cal loading. In order to take into account uncertain data of reinforced concrete, fuzzy and fuzzy stochastic analyses are presented. The capability of the fuzzy dynamical analysis is demonstrated by an example in which a steel bracing system and viscous damping connectors are designed to enhance the作者: insular 時間: 2025-3-30 23:57 作者: misshapen 時間: 2025-3-31 04:32 作者: 勉勵 時間: 2025-3-31 08:36 作者: 顯而易見 時間: 2025-3-31 12:04
6.4.2 The tidal dynamical equations,oring (SHM) emerged as a multidisciplinary field with wide applicability throughout the various branches of engineering, mathematics and physical sciences. However, significant challenges associated with modeling the physical complexity of systems comprising these structures remain. This is mainly d作者: critic 時間: 2025-3-31 14:32
6.2.3 The energy density spectrum, stages which requires accurate numerical models. The enhancement of numerical models based on experimental data is denoted model updating and focuses on the improvement of the correlation between finite element (FE) model and test structure. In aerospace industry the examination of the agreement be作者: 階層 時間: 2025-3-31 19:33 作者: 指令 時間: 2025-4-1 01:29
6.1 Classification and basic features,his study, we proved both theoretically and numerically that there will be surface waves in a half space which has small, random density, but the mean value of the density is homogeneous. Historically, this type of half space is often treated as a homogeneous one with deterministic methods. In this 作者: GLUT 時間: 2025-4-1 04:01 作者: 殺子女者 時間: 2025-4-1 07:54
https://doi.org/10.1007/978-3-642-03362-9means of nonlinear static analysis. Incremental Dynamic Analysis is another powerful tool based on nonlinear dynamic analysis. This method is similar to the pushover analysis as the input is increasingly enlarged but it is different as it is based on dynamic analysis. Moreover, it is well known that作者: Mucosa 時間: 2025-4-1 11:22 作者: Mortar 時間: 2025-4-1 15:12
Finding an Academic Residency Program,ter-supported elaboration of the accelerograms provides several peak, spectral and energy seismic parameters. After that, nonlinear dynamic analyses are carried out to provide the structural response for a set of seismic excitations. Among the several response characteristics, the overall structure 作者: paltry 時間: 2025-4-1 20:42 作者: 脆弱吧 時間: 2025-4-1 23:18
Dynamic Variability Response for Stochastic Systems, estimated by an integral involving the Dynamic VRF (DVRF) and the uncertain system parameter power spectrum. With the proposed methodology spectral and probability distribution-free upper bounds can be easily derived. Also an insight is provided with respect to the mechanisms controlling the system
