Forced vibration analysis of arbitrarily constrained rectangular plates and stiffened panels using the assumed mode method

Author:

Cho Dae Seung,Kim Byung Hee,Kim Jin-Hyeong,Vladimir Nikola,Choi Tae MukORCID

Funder

National Research Foundation of Korea (NRF)

Korean Government (MSIP)

GCRC-SOP

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference26 articles.

1. An improved model for the dynamic analysis of plates stiffened by parallel beams;Sapountzakis;Eng Struct,2008

2. Stiffened plates: bending, stability and vibrations;Troitsky,1976

3. Influence of rotatory inertia and shear on flexural motions of isotropic, elastic plates;Mindlin;Trans ASME J Appl Mech,1951

4. An advanced theory of moderately thick plate vibrations;Senjanovic;J Sound Vib,2013

5. Modified Mindlin plate theory and shear-locking free finite element formulation;Senjanovic;Mech Res Commun,2014

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