Inelastic Critical Loads by Eigenvalue Analysis

Eigenvalue Simulation of Aquifers and River Interaction for Conjunctive Use

A Probabilistic Formulation of Damage Detection

Analysis of Eigenvalue Variability for 2D Stochastic Structural Systems Using Variability Response Functions

Variability Response Functions for Random Eigenvalue Problems

High-rise Telecommunication Tower with a Square Cross-section, Peculiarities Concerning Wind Forces and Construction

Effect of Temperature Change on Active Control of Nonlinear Piezothermoelectric Plates

Constitutive Singularities of Combined Elastic Degradation and Plasticity

Three-Dimensional Behaviour of a Multiple Bar System

Bridge Condition Rating Using Fuzzy Sets and an Eigenvector of Priority Settings
A simplified methodology for combining the condition rating of the various elements of bridge components (deck, superstructure or substructure) is developed using a multi-attributive decision...

Properties in Sensitivity Coefficients of Framed Structures
This paper presents a special relationship among sensitivity coefficients of static response, natural frequency and mode. The relationship is that the sum of sensitivity coefficients in...

The Influence of Preform on the Vibration Mode of a Thin Plate
In this paper, an algorithm is developed for the calculation of the vibration mode of a preformed thin plate. The principal governing equations are derived by using the large-deflection...

Linking Design Data with Knowledge-Based Construction Systems

Optimal Discretization of Random Fields for SFEM
A new method for discretization of random fields (representation in terms of random variables) is introduced based on the principle of optimal linear estimation theory. The method is more...

A Coordinate Reduction Technique With Mass Correction for Dynamic Analysis of Structural Systems
A more accurate technique which can be applied for reducing the order of system matrices when employing the finite element method (FEM) is presented. Unlike traditional reduction techniques,...

Critical Buckling Load Statistics of an Uncertain Column
The objective of this paper is to examine the statistics of the buckling load of a column with uncertain material properties. The elastic modulus is assumed to be a random process that...

Computation of the Least Eigenvalue on a Memory-Sharing Multiprocessor Computer

Free Vibration of Stepped Beams
This paper addresses the free vibration of a stepped Euler-Bernoulli beam using dynamic flexibility methods. The characteristic equation of the system is derived, from which the system...

Bifurcations in Stochastic Systems—A Generalized Hermite Analysis
Ito calculus and Markov theory are powerful tools to investigate nonlinear dynamic systems. Consequently, we need an extended experience to solve Fokker-Planck equations. In a more recent...

Actively Controlled Optimum Structural Design
This paper deals with the investigation of the number and location of actuators and sensors on the optimum structure and control design of space structures. The optimization problem is...

 

 

 

 

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