Discrete Stiffener Theory(이산보강이론), Stiffener(보강재), Lumped Mass(집중질량) In this paper, the vibration characteristics of the trapezoidal corrugated plate with axial stiffeners and lumped masses are investigated by the analytical method. The corrugated plate can be treated as an equivalent orthotropic plate as this plate has different flexure properties in two perpendicular direc-tions; flexible in the corrugation direction and stiff in the transverse direction. The effective extensional and flexural stiffness of the equivalent plate are considered to obtain the precise solution in the analysis. The plate is stiffened by concentric stiffeners horizontally to the corrugation direction. The discrete stiffener theory is adopted to consider the posi...
The present study is primarily concerned with the "Free Bending Vibrations of Integrally-Stiffened a...
In the some applications like as morphing technology, high strain and anisotropic behavior are essen...
Free vibration of a thin rectangular plate stiffened by an arbitrary number of stiffeners parallel t...
Load(펄 스 하중), Discrete Stiffener Theory(이산보강이론) In this paper, the transient response analysis of th...
A mesh-free Galerkin method for the free vibration analysis of unstiffened and stiffened corrugated ...
Structural intensity technique is used to measure vibration power flow in technically or structurall...
In the first part, we develop the theory and corresponding computer program for the computation of s...
AbstractNumerous papers deal with the Equivalent Plate Model (EPM) for corrugated panels. Comparison...
Corrugated panels are often employed as construction elements of modern industrial buildings, such a...
Numerous papers deal with the Equivalent Plate Model (EPM) for corrugated panels. Comparison of publ...
AbstractAn equivalent classical plate model of corrugated structures is derived using the variationa...
Vibration of plates with arbitrarily oriented stiffeners is studied. The plate may be subjected ...
A numerical analysis on the bending behaviour of thin shell, corrugated plates is presented in this ...
A numerical analysis on the bending behaviour of thin shell, corrugated plates is presented in this ...
A numerical analysis on the bending behaviour of thin shell, corrugated plates is presented in this ...
The present study is primarily concerned with the "Free Bending Vibrations of Integrally-Stiffened a...
In the some applications like as morphing technology, high strain and anisotropic behavior are essen...
Free vibration of a thin rectangular plate stiffened by an arbitrary number of stiffeners parallel t...
Load(펄 스 하중), Discrete Stiffener Theory(이산보강이론) In this paper, the transient response analysis of th...
A mesh-free Galerkin method for the free vibration analysis of unstiffened and stiffened corrugated ...
Structural intensity technique is used to measure vibration power flow in technically or structurall...
In the first part, we develop the theory and corresponding computer program for the computation of s...
AbstractNumerous papers deal with the Equivalent Plate Model (EPM) for corrugated panels. Comparison...
Corrugated panels are often employed as construction elements of modern industrial buildings, such a...
Numerous papers deal with the Equivalent Plate Model (EPM) for corrugated panels. Comparison of publ...
AbstractAn equivalent classical plate model of corrugated structures is derived using the variationa...
Vibration of plates with arbitrarily oriented stiffeners is studied. The plate may be subjected ...
A numerical analysis on the bending behaviour of thin shell, corrugated plates is presented in this ...
A numerical analysis on the bending behaviour of thin shell, corrugated plates is presented in this ...
A numerical analysis on the bending behaviour of thin shell, corrugated plates is presented in this ...
The present study is primarily concerned with the "Free Bending Vibrations of Integrally-Stiffened a...
In the some applications like as morphing technology, high strain and anisotropic behavior are essen...
Free vibration of a thin rectangular plate stiffened by an arbitrary number of stiffeners parallel t...