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نویسنده: pajand
موضوع : مهندسی عمران
اعتبار علمی: ISI


موارد یافت شده: 48

1 - Two higher order hybrid-Trefftz elements for thin plate bending analysis (چکیده)
2 - Angles basedintegrationforgeneralizednon-linearplasticitymodel (چکیده)
3 - Stability boundaries of two-parameter non-linear elastic structures (چکیده)
4 - Fictitious Time Step for the Kinetic Dynamic Relaxation Method (چکیده)
5 - Free vibration analysis of a double-beam system joined by a mass-spring device (چکیده)
6 - Damage identification of 2D and 3D trusses by using complete and incomplete noisy measurements (چکیده)
7 - Crack detection in concrete gravity dams by using new cracked element and genetic algorithm (چکیده)
8 - An efficient formulation for linear and geometric non- linear membrane elements (چکیده)
9 - A Novel Hexahedral Interface Element for Nonlinear Crack Analysis (چکیده)
10 - Computational plasticity of mixed hardening pressure-dependency constitutive equations (چکیده)
11 - Comprehensive evaluation of structural geometrical nonlinear solution techniques Part I: Formulation and characteristics of the methods (چکیده)
12 - Static Damage Identification of 3D and 2D Frames (چکیده)
13 - Optimal Node Location in Triangular Plate Bending Elements (چکیده)
14 - Hybrid Stress and Analytical Functions for Analysis of Thin Plates Bending (چکیده)
15 - Two new hybrid methods in integrating constitutive equations (چکیده)
16 - Integrating the Pressure-Sensitive Nonassociative Plasticity by Exponential-Based Methods (چکیده)
17 - Comprehensive evaluation of structural geometrical nonlinear solution techniques Part II: Comparing efficiencies of the methods (چکیده)
18 - Four New Methods for Finding Structural Critical Points (چکیده)
19 - A bending element for isotropic, multilayered and piezoelectric plates (چکیده)
20 - An effective membrane element based on analytical solution (چکیده)
21 - Two efficient hybrid-Trefftz elements for plate bending analysis (چکیده)
22 - stability and accuracy of non-linear dynamic analysis using time integration algorithms (چکیده)
23 - Hybrid Trefftz Formulation for Thin Plate Analysis (چکیده)
24 - Formulating an effective generalized four-sided element (چکیده)
25 - Efficiency of dynamic relaxation methods in nonlinear analysis of truss and frame structures (چکیده)
26 - Accurate and approximate integrations of DruckerePrager plasticity with linear isotropic and kinematic hardening (چکیده)
27 - A new higher-order triangular plate bending element for the analysis of laminated composite and sandwich plates (چکیده)
28 - Delamination detection in laminated composite beams using hybrid elements (چکیده)
29 - Elasto-Plastic Analysis of Trusses by Virtual Loads (چکیده)
30 - On the integration schemes for Drucker–Prager’s elastoplastic models based on exponential maps (چکیده)
31 - Automatic DR Structural Analysis of Snap-Through nd Snap-Back Using Optimized Load Increments (چکیده)
32 - ACCURATE SOLUTIONS FOR GEOMETRIC NONLINEAR ANALYSIS OF EIGHT TRUSSES (چکیده)
33 - The dynamic relaxation method using new formulation for fictitious mass and damping (چکیده)
34 - Application of Exponential-Based Methods in Integrating the Constitutive Equations with Multicomponent Nonlinear Kinematic Hardening (چکیده)
35 - A mixed and multi-step higher-order implicit time integration family (چکیده)
36 - nonlinear dynamic analysis by dynamic relaxtion method (چکیده)
37 - Nonlinear FE Analysis of Reinforced ConcreteStructures Using a Tresca-Type Yield Surface (چکیده)
38 - Two-dimensional sensitivity analysis (چکیده)
39 - Three-dimensional sensitivity analysis using a factoring technique (چکیده)
40 - Plastic cyclic analysis using linear yield surface (چکیده)
41 - A family of 13-node plate bending triangular elements (چکیده)
42 - On the calibration of the Chaboche hardening model and a modified hardening rule for uniaxial ratcheting prediction (چکیده)
43 - Direct Adaptive Neurocontrol of Structures under Earth Vibration (چکیده)
44 - Numerical time integrationfor dynamic analysis using a newhigher order predictor-corrector method (چکیده)
45 - Nonlinear dynamic analysis by Dynamic Relaxation method (چکیده)
46 - Implicit Higher-Order Accuracy Method for Numerica Integration in Dynamic Analysisl (چکیده)
47 - Accurate integration scheme for von-Mises plasticity with mixed-hardening based on exponential maps (چکیده)
48 - Computation of multiple bifurcation point (چکیده)
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