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Coupling of gelatin to inner surfaces of pore walls in spongy alginate-based scaffolds facilitates the adhesion, growth and differentiation of human bone marrow mesenchymal stromal cells
Coupling of gelatin to inner surfaces of pore walls in spongy alginate-based scaffolds facilitates the adhesion, growth and differentiation of human bone marrow mesenchymal stromal cells
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Coupling of gelatin to inner surfaces of pore walls in spongy alginate-based scaffolds facilitates the adhesion, growth and differentiation of human bone marrow mesenchymal stromal cells

Petrenko, Yu. A. ; Ivanov, R. V. ; Petrenko, A. Yu ; Lozinsky, V. I.

Journal of materials science. Materials in medicine, 2011-06, Vol.22 (6), p.1529-1540 [Periódico revisado por pares]

Boston: Springer US

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2
The release of nickel from nickel–titanium (NiTi) is strongly reduced by a sub-micrometer thin layer of calcium phosphate deposited by rf-magnetron sputtering
The release of nickel from nickel–titanium (NiTi) is strongly reduced by a sub-micrometer thin layer of calcium phosphate deposited by rf-magnetron sputtering
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The release of nickel from nickel–titanium (NiTi) is strongly reduced by a sub-micrometer thin layer of calcium phosphate deposited by rf-magnetron sputtering

Surmenev, R. A. ; Ryabtseva, M. A. ; Shesterikov, E. V. ; Pichugin, V. F. ; Peitsch, T. ; Epple, M.

Journal of materials science. Materials in medicine, 2010-04, Vol.21 (4), p.1233-1239 [Periódico revisado por pares]

Boston: Springer US

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3
Assessment of stress-strain state of earth dams with allowance for non-linear strain of material and large strains
Assessment of stress-strain state of earth dams with allowance for non-linear strain of material and large strains
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Assessment of stress-strain state of earth dams with allowance for non-linear strain of material and large strains

Mirsaidov, M M ; Sultanov, T Z

Inzhenerno-stroitelʹnyĭ zhurnal, 2014-07, Vol.49 (5), p.73-73 [Periódico revisado por pares]

St. Petersburg: St - Petersburg State Polytechnical University Faculty of Civil Engineering

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4
Allowing for changes in the calculated scheme during the analysis of structural behaviour
Allowing for changes in the calculated scheme during the analysis of structural behaviour
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Allowing for changes in the calculated scheme during the analysis of structural behaviour

Kabantsev, O.V. ; Tamrazian, A.G.

Inzhenerno-stroitelʹnyĭ zhurnal, 2014-07, Vol.49 (5), p.15-26 [Periódico revisado por pares]

St. Petersburg: St - Petersburg State Polytechnical University Faculty of Civil Engineering

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5
Determination of optimal damping parameters for seismic isolation systems
Determination of optimal damping parameters for seismic isolation systems
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Determination of optimal damping parameters for seismic isolation systems

Kovaleva, N.V. ; Rutman, Yu.L. ; Davydova, G.V.

Inzhenerno-stroitelʹnyĭ zhurnal, 2013-07, Vol.40 (5), p.107-115 [Periódico revisado por pares]

St. Petersburg: St - Petersburg State Polytechnical University Faculty of Civil Engineering

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6
Compatibility of portland cement and polycarboxylate-based superplasticizers in high-strength concrete for precast constructions
Compatibility of portland cement and polycarboxylate-based superplasticizers in high-strength concrete for precast constructions
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Compatibility of portland cement and polycarboxylate-based superplasticizers in high-strength concrete for precast constructions

Smirnova, O.M.

Inzhenerno-stroitelʹnyĭ zhurnal, 2016-01, Vol.66 (6), p.12-22 [Periódico revisado por pares]

Peter the Great St. Petersburg Polytechnic University

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7
Experimental-statistical models of properties of modified fiber-reinforced fine-grained concretes
Experimental-statistical models of properties of modified fiber-reinforced fine-grained concretes
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Experimental-statistical models of properties of modified fiber-reinforced fine-grained concretes

Nizina, T.A. ; Balykov, A.S.

Inzhenerno-stroitelʹnyĭ zhurnal, 2016-09, Vol.62 (2), p.13-25 [Periódico revisado por pares]

Peter the Great St. Petersburg Polytechnic University

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8
Comparative analysis of analytical solutions to the problem of truss structure deflection
Comparative analysis of analytical solutions to the problem of truss structure deflection
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Comparative analysis of analytical solutions to the problem of truss structure deflection

Tinkov, D.V.

Inzhenerno-stroitelʹnyĭ zhurnal, 2015-07, Vol.57 (5), p.66-73 [Periódico revisado por pares]

St. Petersburg: St - Petersburg State Polytechnical University Faculty of Civil Engineering

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9
Issues on estimation of building structure vulnerability
Issues on estimation of building structure vulnerability
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Issues on estimation of building structure vulnerability

Perelmuter, A.V. ; Pichugin, S.F.

Inzhenerno-stroitelʹnyĭ zhurnal, 2014-07, Vol.49 (5), p.5-14 [Periódico revisado por pares]

St. Petersburg: St - Petersburg State Polytechnical University Faculty of Civil Engineering

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10
The study of the ground freezing method using natural cold to protect the foundation pit from groundwater inflow
The study of the ground freezing method using natural cold to protect the foundation pit from groundwater inflow
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The study of the ground freezing method using natural cold to protect the foundation pit from groundwater inflow

Guly, S.A.

Inzhenerno-stroitelʹnyĭ zhurnal, 2015-04, Vol.55 (3), p.29-37 [Periódico revisado por pares]

St. Petersburg: St - Petersburg State Polytechnical University Faculty of Civil Engineering

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