Modal analysis of plates resting on elastic foundation based on the first-order shear deformation theory and finite element method

This paper investigates the free vibration characteristics of plate structures supported by a Pasternak elastic foundation, utilizing the first-order shear deformation theory (FSDT). FSDT simplifies the plate theory by considering only first-order shear deformation, enhancing formulation simplicity...

Deskribapen osoa

Xehetasun bibliografikoak

Egile Nagusiak:	Thanh Trung Nguyen, Hao Nhu Ha Le, Vay Siu Lo, Thien Tich Truong
Formatua:	Artigo
Hizkuntza:	Inglês
Argitaratua:	Publishing House for Science and Technology 2024-10-01
Saila:	Vietnam Journal of Mechanics
Gaiak:	free vibration FSDT plate Pasternak foundation finite element method
Sarrera elektronikoa:	https://vjs.ac.vn/index.php/vjmech/article/view/21193
Etiketak:	Etiketa erantsi Etiketarik gabe, Izan zaitez lehena erregistro honi etiketa jartzen!