Inelastic Critical Loads by Eigenvalue Analysis
Linear Stability of Incompressible Fluid Flow Using Finite Element Method
Eigenvalue Simulation of Aquifers and River Interaction for Conjunctive Use
Variability Response Functions for Random Eigenvalue Problems
A Probabilistic Formulation of Damage Detection
Analysis of Eigenvalue Variability for 2D Stochastic Structural Systems Using Variability Response Functions
High-rise Telecommunication Tower with a Square Cross-section, Peculiarities Concerning Wind Forces and Construction
Constitutive Singularities of Combined Elastic Degradation and Plasticity
Effect of Temperature Change on Active Control of Nonlinear Piezothermoelectric Plates
Three-Dimensional Behaviour of a Multiple Bar System
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
Computation of the Least Eigenvalue on a Memory-Sharing Multiprocessor Computer
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...
Pseudo-Simulation Method for Stochastic Problems
A new numerical method for problems of stochastic mechanics and other areas involving a small number of random parameters is presented. It is analogous to the Monte-Carlo simulation method...
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,...
An Efficient Algorithm for Second-Order Finite Element Reliability Analysis
A new, efficient algorithm for computing the principal curvatures of the limit-state surface at the design point, which are employed in second-order reliability analysis, is described....
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...
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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