|
A Fully Explicit Point Collocation Meshless Method for Analyses of Elastp-Dynamic Problems
|
|
|
A Simple Constitiutive Model of Soil-Structure Interface Using Soil Plasticity
|
|
|
UDEC simulation of block stability analysis around a large cavern
|
|
|
Block stability analysis around a large cavern using probabilistic approach
|
|
|
Lateral Earth Pressure Analysis of Soil-Nailed Walls under Static Conditions using Finite Difference Method
|
|
|
Non-linear behavior of unreinforced masonray walls with different Iranian traditional brick-work settings
|
|
|
STATIC ANALYSIS OF SOIL-NAILED STRUCTURES USING THREE-DIMENSTIONAL FINITE DIFFERENCE METHOD (FDM)
|
|
|
Application of New bounding surface Plasticity Model for Cyclic Loading of Saturated Sands
|
|
|
SEISMIC RESPONSE OF STRUCTURES WITH UNDERGROUND STORIES CONSIDERING NON-LINEAR SOIL-STRUCTURE INTERACTION
|
|
|
NONLINEAR SEISMIC ANALYSIS OF BURIED PIPELINES DURING LIQUEFACTION
|
|
|
The effect of subway construction on the stability of Si-o-se pol bridge in Isfahan
|
|
|
SEISMIC BEHAVIOR OF BOX GIRDER CABLE STAYED BRIDGES CONSIDERING LARGE DEFORMATIONS
|
|
|
Investigation of the Influence of the Parameters Affecting the Accuracy of the Moving Least Square Approximation
|
|
|
MODIFICATION OF WEIGHT FUNCTION IN MOVING LEAST SQUARE APPROXIMATION AND ITS APPLICATIONS IN MESHLESS LOCAL PETROV-GALERKIN METHOD
|
|
|
Modification of moving least square approximation by imposing essential boundary conditions using Kriging method
|
|
|
Elasto-Plastic Element Free Galerkin Method by Using Penalty Function
|
|
|
Investigation on the influence of the parameters affecting the accuracy of MLS approximation
|
|
|
ASSESSMENT OF POUNDING FORCES IN SEISMIC RESPONSE OF ISOLATED BOX GIRDER BRIDGES CONSIDERING SOIL-STRUCTURE INTERACTION
|
|
|
METAL FORMING ANALYSIS BY A RIGID PLASTIC MESHLESS COLLOCATION METHOD
|
|
|
Application of High Order Basis Functions in Solid Mechanics by Element Free Galerkin (EFG) Method
|
|