"free vibration" trang 3 - tải miễn phí từ tailieuXANH
Free vibration of two-dimensional functionally graded sandwich nano beams

Free vibration of two-dimensional functionally graded sandwich nano beams
7    8    2
Free vibration analysis of cracked Kirchhoff-Love plate using the extended radial point interpolation method

Free vibration analysis of cracked Kirchhoff-Love plate using the extended radial point interpolation method
14    5    1
An isogeometric formulation with a three-variable high order shear deformation theory for free vibration analysis of fg porous plates reinforced by graphene platelets

An isogeometric formulation with a three-variable high order shear deformation theory for free vibration analysis of fg porous plates reinforced by graphene platelets
16    93    1
Free vibration of two-directional fgm beams using a higher-order timoshenko beam element

Free vibration of two-directional fgm beams using a higher-order timoshenko beam element
17    48    0
Báo cáo lâm nghiệp:

Báo cáo lâm nghiệp: "Influence of cross section dimensions on Timoshenko’s shear factor – Application to wooden beams in free-free flexural vibration"
3    54    0
THE ENGINEERING THE HANDBOOK - SECOND EDITION I

THE ENGINEERING THE HANDBOOK - SECOND EDITION I
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THE ENGINEERING THE HANDBOOK - SECOND EDITION II (end)

THE ENGINEERING THE HANDBOOK - SECOND EDITION II (end)
1    41    0
Non - linear analysis of laminated composite doubly curved shallow shells

Non - linear analysis of laminated composite doubly curved shallow shells
13    67    0
Studying effects due to pile driving on free domain vibrational response using lumped mass model

Studying effects due to pile driving on free domain vibrational response using lumped mass model
7    49    0
A comparison between different finite elements for elastic and aero-elastic analyses

A comparison between different finite elements for elastic and aero-elastic analyses
14    191    0
Small-scale effects on transverse vibrational behavior of single-walled carbon nanotubes with arbitrary boundary conditions

Small-scale effects on transverse vibrational behavior of single-walled carbon nanotubes with arbitrary boundary conditions
14    64    0
DQM modeling of rectangular plate resting on two parameter foundation

DQM modeling of rectangular plate resting on two parameter foundation
12    58    0
An effective combination of finite element and differential quadrature method for analyzing of plates partially resting on elastic foundation

An effective combination of finite element and differential quadrature method for analyzing of plates partially resting on elastic foundation
18    48    0
Introducing resilience factor in the structure as a new control coefficient

Introducing resilience factor in the structure as a new control coefficient
10    48    0
Dynamic instability of thin plates by the dynamic stiffness method

Dynamic instability of thin plates by the dynamic stiffness method
11    86    0
A modified averaging operator with some applications

A modified averaging operator with some applications
14    89    0
Static bending and free vibration analysis of functionally graded porous plates laid on elastic foundation using the meshless method

Static bending and free vibration analysis of functionally graded porous plates laid on elastic foundation using the meshless method
19    41    1
An extended separation-of-variable method for the free vibration of orthotropic rectangular thin plates

An extended separation-of-variable method for the free vibration of orthotropic rectangular thin plates
14    221    2
Investigate the bending and free vibration responses of multi-directional functionally graded plates with variable thickness based on isogeometric analysis

Investigate the bending and free vibration responses of multi-directional functionally graded plates with variable thickness based on isogeometric analysis
20    17    1
Free vibration of prestress timoshenko beams resting on elastic foundation

Free vibration of prestress timoshenko beams resting on elastic foundation
12    55    0
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