Results 201 to 210 of about 6,455 (264)

Liquefaction analysis of marine diversion dike foundation and gravel pile reinforcement treatment based on the PL-Finn model. [PDF]

PLoS One
Zhao J, Lin Y, Fan Y, Yu X.
europepmc   +1 more source

An Epistemological Concern. [PDF]

Acta Anaesthesiol Scand
Søndergaard S.
europepmc   +1 more source

Mechanical properties and energy dissipation mechanism of sandstone with cross-cutting joints under uniaxial loading. [PDF]

Sci Rep
Yang M, Guo M, Mu L, Zhang N.
europepmc   +1 more source

Study on negative friction of pile foundation in homogeneous layered soil in collapsible loess area. [PDF]

Sci Rep
Wang Z, Xin L, Ye S, Wu J, Ye W, Li J.
europepmc   +1 more source

Histology of the fascial planes: a systematic review of the microstructural foundations of regional anesthesia. [PDF]

J Anesth Analg Crit Care
De Cassai A, Marrone F, Sun Y, Boscolo A, Pettenuzzo T, Navalesi P, Stecco C.   +6 more
europepmc   +1 more source

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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