Results 151 to 160 of about 120,287 (213)

Influence of Novel "Umbrella"-Type Ladle Shroud on Liquid Steel Flow in a Two-Strand Slab Tundish: Physical and Numerical Modelling. [PDF]

Materials (Basel)
Cwudziński A, Fogaraš L, Demeter J, Demeter P, Buľko B.   +4 more
europepmc   +1 more source

Is the Laminar Flow From the Vitrectomy Infusion Cannula Potentially Harmful? [PDF]

Transl Vis Sci Technol
Rossi T, Querzoli G, Ledda PG, Balzamino BO, Pellizzaro C, Rosari G, Steel DH, Mastropasqua R, Romano MR, Micera A.   +9 more
europepmc   +1 more source

Gap study on concrete filled steel tube (CFST) and concrete filled double steel tube (CFDST) columns subjected to blast loads. [PDF]

Sci Rep
El Sherbiny MG, Serror MH, Ramadan OMO, Khalil AM.   +3 more
europepmc   +1 more source

Mechanism and engineering practice of roof stability for secondary gob-side entry retaining in deep mines. [PDF]

Sci Rep
Wu J, Chen J, Xie F.
europepmc   +1 more source

Investigation of finite element simulation-based bond-slip effect for seismically vulnerable school reinforced concrete building frame. [PDF]

Sci Rep
Kang H, Lee K, Shin S, Woo J, Shin J.
europepmc   +1 more source

Incorporation of Nitinol (NiTi) Shape Memory Alloy (SMA) in Concrete: A Review. [PDF]

Materials (Basel)
Turkmen M, Issa A, Awayssa O, El-Hassan H.   +3 more
europepmc   +1 more source

Extremophile survives the transient pressures associated with impact-induced ejection from Mars. [PDF]

PNAS Nexus
Zhao L, Perez-Fernandez CA, DiRuggiero J, Ramesh KT.   +3 more
europepmc   +1 more source

Hyperbranched Poly(octadecyl Acrylate)s as Lubricant Additive Studied by Resonance Shear Measurement. [PDF]

Langmuir
Takahashi Y, He Y, Jiang Y, Tosaka M, Mizukami M, Yamago S, Kurihara K.   +6 more
europepmc   +1 more source

Collapse Assessment of Steel Plate Shear Walls

openaire   +1 more source

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The wall–frame and the steel–concrete interactions in composite shear walls

Structural Design of Tall and Special Buildings, 2018
SummaryThe nonlinear pushover analyses of 24 composite steel plate shear walls (CSPSWs), 24 corresponding steel plate shear walls (SPSWs), and 24 corresponding frames are conducted. CSPSWs have different aspect ratios and infill steel plate thicknesses. The study aims to understand the wall–frame and steel–concrete interactions.
Soheil Shafaei, Farhang Farahbod, Amir Ayazi   +2 more
exaly   +2 more sources