Results 271 to 280 of about 4,396,039 (342)

Trait modeling to predict benthic functions and vulnerabilities across black sea seascapes. [PDF]

Sci Rep
Chevalier S, Beauchard O, Vandenbulcke L, Teaca A, Begun T, Todorova V, Soetaert K, Grégoire M.   +7 more
europepmc   +1 more source

CORRELATION BETWEEN THE DAMPING FACTOR PER UNIT MASS AND THE FREE LENGTH FOR COMPOSITE SANDWICH BARS. EXPERIMENTAL INVESTIGATIONS

, 2015
Cristian-Oliviu BURADA, Cosmin-Mihai MIRIŢOIU, Marius-Marinel STĂNESCU, Dumitru Bolcu   +3 more
openalex   +1 more source

Surrogate model for statics of fractional thin bar element and its equivalence with mass-spring metamaterial. [PDF]

Sci Rep
Szajek K, Sumelka W.
europepmc   +1 more source

Divergent trends and regional disparities in PM_2.5 and O₃ health economic burdens in China, 2013-2023: an integrated assessment with policy implications. [PDF]

Front Public Health
Tang Z, Sun X, Zhu S, Ren C, Qie X, Wu J.   +5 more
europepmc   +1 more source

Fit analysis of implant-supported Co-Cr bars fabricated using casting, selective laser sintering, soft and dense milling techniques. [PDF]

J Adv Prosthodont
Yiğit E, Şahin V.
europepmc   +1 more source

Performance test of short-rasp-bar of axial flow threshing and separating unit.

, 2009
Yaoming Li, Hongchang Li, Lizhang Xu, Zhan Zhao   +3 more
openalex   +1 more source

Benchmark Calculations for BEAVRS and Watt Bar Unit 1 Using the SCALE-6.3.0/Polaris-PARCS v3.4.2 Code Package

Kang Seog Kim, Ugur Mertyurek, Andrew Ward, Matthew Jessee, William Wieselquist   +4 more
openalex   +1 more source

Erratum for the Research Article "Gradient double-twisted Bouligand structural design for high impact resistance over a wide range of loading velocities" by S.-M. Wen <i>et al</i>.

Sci Adv
europepmc   +1 more source

Performance of sealed insulating glass units with muntin bars

, 1999
openaire   +1 more source

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Equilibrium paths of a three-bar truss in finite elasticity with an application to graphene

, 2020
This paper presents the formulation of the equilibrium problem of a three-bar truss in the nonlinear context of finite elasticity. The bars are composed of a homogeneous, isotropic, and compressible hyperelastic material. The equilibrium equations in the
Matteo Pelliciari, A. Tarantino
semanticscholar   +1 more source