Results 201 to 210 of about 119,518 (261)

Dynamic Modeling and Structural Optimization of a Partially Laminated Piezoelectric-Metal-Piezoelectric Actuator. [PDF]

Nanomaterials (Basel)
Kuang X, Fan C, Li Z, Qin G, Zhao M, Lu C.   +5 more
europepmc   +1 more source

Stability of ribbed shells on the elastic foundation

Доповiдi Нацiональної академiї наук України, 2016
doaj  

Photoinduced radical emission from flexible organic crystals. [PDF]

Light Sci Appl
Zhang X, Pan W, Tang Y, Huang T, Yang X, Mao H, Ruan F, Luo Q, Li L, Zhang H, Zhang Y, Li Q.   +11 more
europepmc   +1 more source

Numerical Study on the Mechanical Behavior of Surrounding Rock in Deep Coal Seams under Fluidization Mining. [PDF]

ACS Omega
Wei M, Xiao L, Kang J, Gao K.
europepmc   +1 more source

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Optimal shape of an elastic column on elastic foundation

European Journal of Mechanics, A/Solids, 2006
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
T M Atanackovic
exaly   +3 more sources

On the vibration of an elastic plate on an elastic foundation

Journal of Sound and Vibration, 1967
This paper is a study of the vibration of an elastic plate under a time-harmonic point force. The plate is infinite in extent and rests on an elastic foundation. This study is made on the basis of the improved (Timoshenko) plate theory. The mathematical problem is to seek a fundamental solution of the time-reduced plate equation of the improved plate ...
Yen, D. H. Y., Tang, S. C.
openaire   +2 more sources

Elastic-Plastic Slabs on Elastic Foundation

Journal of the Structural Division, 1978
A method of analysis and design of rectangular and circular elastoplastic, reinforced concrete, and slabs resting on a Winkler-type foundation is proposed in this paper. The method is an application of the yield-line theory of structures and gives upper bounds of the true limit loads.
George Gazetas, Theodosios P. Tassios
openaire   +1 more source

Plates on Elastic Foundation

Journal of Structural Engineering, 1990
Analysis of rectangular plates resting on a Winkler-type, one-parameter foundation is studied. The finite element method is applied and a 12-degree-of-freedom, nonconforming rectangular plate element is adopted. Based on shape functions of the plate element, an energy approach is used to derive a closed-form, 12-by-12, consistent foundation stiffness ...
David S. Chilton, Jerzy W. Wekezer
openaire   +1 more source

Elastic and Viscoelastic Foundation Models

Journal of Applied Mechanics, 1964
The present paper contains a critical study of a number of foundation models as well as a further development of some of the ideas involved. Among others it is shown that the Pasternak foundation is a mechanical model for the so-called “generalized” foundation.
openaire   +2 more sources