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A Fully Explicit Point Collocation Meshless Method for Analyses of Elastp-Dynamic Problems
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1389 - 02 |
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A Simple Constitiutive Model of Soil-Structure Interface Using Soil Plasticity
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1389 - 02 |
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UDEC simulation of block stability analysis around a large cavern
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1388 - 09 |
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Block stability analysis around a large cavern using probabilistic approach
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1388 - 08 |
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Lateral Earth Pressure Analysis of Soil-Nailed Walls under Static Conditions using Finite Difference Method
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1388 - 06 |
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Non-linear behavior of unreinforced masonray walls with different Iranian traditional brick-work settings
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1388 - 04 |
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STATIC ANALYSIS OF SOIL-NAILED STRUCTURES USING THREE-DIMENSTIONAL FINITE DIFFERENCE METHOD (FDM)
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1388 - 02 |
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Application of New bounding surface Plasticity Model for Cyclic Loading of Saturated Sands
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1387 - 07 |
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NONLINEAR SEISMIC ANALYSIS OF BURIED PIPELINES DURING LIQUEFACTION
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1387 - 05 |
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SEISMIC RESPONSE OF STRUCTURES WITH UNDERGROUND STORIES CONSIDERING NON-LINEAR SOIL-STRUCTURE INTERACTION
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1387 - 05 |
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The effect of subway construction on the stability of Si-o-se pol bridge in Isfahan
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1387 - 03 |
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SEISMIC BEHAVIOR OF BOX GIRDER CABLE STAYED BRIDGES CONSIDERING LARGE DEFORMATIONS
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1386 - 09 |
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Investigation of the Influence of the Parameters Affecting the Accuracy of the Moving Least Square Approximation
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1386 - 06 |
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MODIFICATION OF WEIGHT FUNCTION IN MOVING LEAST SQUARE APPROXIMATION AND ITS APPLICATIONS IN MESHLESS LOCAL PETROV-GALERKIN METHOD
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1386 - 01 |
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Modification of moving least square approximation by imposing essential boundary conditions using Kriging method
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1386 - 01 |
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Elasto-Plastic Element Free Galerkin Method by Using Penalty Function
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1386 - 01 |
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Investigation on the influence of the parameters affecting the accuracy of MLS approximation
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1386 - 01 |
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ASSESSMENT OF POUNDING FORCES IN SEISMIC RESPONSE OF ISOLATED BOX GIRDER BRIDGES CONSIDERING SOIL-STRUCTURE INTERACTION
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1385 - 06 |
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METAL FORMING ANALYSIS BY A RIGID PLASTIC MESHLESS COLLOCATION METHOD
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1384 - 07 |
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Application of Geostatistical Weights In Solving Problems Governed By 2-D Poisson s Equation Using Finite Point Method
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1383 - 09 |