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The Simulation of Bond Fracture between Reinforcing Bars and concrete. Part 2. Models without taking the Bond Discontinuity into account
The Simulation of Bond Fracture between Reinforcing Bars and concrete. Part 2. Models without taking the Bond Discontinuity into account
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The Simulation of Bond Fracture between Reinforcing Bars and concrete. Part 2. Models without taking the Bond Discontinuity into account

Benin, A V ; Semenov, A S ; Semenov, S G ; Melnikov, B E

Inzhenerno-stroitelʹnyĭ zhurnal, 2014-01, Vol.45 (1), p.23-40 [Periódico revisado por pares]

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

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2
The Assessment of Dynamic Behavior of Heterogeneous Systems taking into account Non-linear Viscoelastic Properties of Soil
The Assessment of Dynamic Behavior of Heterogeneous Systems taking into account Non-linear Viscoelastic Properties of Soil
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The Assessment of Dynamic Behavior of Heterogeneous Systems taking into account Non-linear Viscoelastic Properties of Soil

Sultanov, T.Z. ; Khodzhaev, D.A. ; Mirsaidov, M.M.

Inzhenerno-stroitelʹnyĭ zhurnal, 2014-01, Vol.45 (1), p.80-89 [Periódico revisado por pares]

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

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  • Realização: ABCD-USP USP   Logos de Redes Sociais: Freepik

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