Поиск по всему репозиторию:

    • Estimating shear stress within al-diwaniyan river(IPAQ) bend using experimental work and fis model 

      Thulfikar Razzak Al-Husseini; Ali A. Al-Robay; Sura A. Saadoon (BrSTU, 2018)
      Thulfikar, Razzak Al-Husseini. Estimating shear stress within al-diwaniyan river (IPAQ) bend using experimental work and fis model / Thulfikar Razzak Al-Husseini, Ali A. Al-Robay, Sura A. Saadoon // Perspective Directions of Innovative Development of Construction Industry and Engineering Training = ...

      2019-11-04

    • Full connected neural-network for simulation of extantion in self-stressed monolitic slabs on ground 

      Zheltkovich, Andrey Evgenievich; Molosh, Viktor Viktorovich; Parchotz, Konstantin Gennadievich; Saveiko, Nikolai Gennadievich; Yuan Jinbin; Zhenhao Jiang; Zheng Haoyuan (BrSTU, 2022)
      In this article the strategy of interdisciplinary convergence of mechanics and artificial intelligence is illustrated. The article presents the results of calculating displacements in self-stressed monolithic slabs on ground obtained using a trained fully connected neural network. The empirical results ...

      2023-03-22

    • Full connected neural-network for simulation of extantion in self-stressed monolitic slabs on ground 

      Zheltkovich, А.; Molosh, V.; Parhoc, K.; Saveiko, N.; Yuan Jinbin; Zhenhao Jiang; Zheng Haoyuan (BrSTU, 2022)
      Full connected neural-network for simulation of extantion in self-stressed monolitic slabs on ground / А. Zheltkovich [еt. al.] // Перспективные направления инновационного развития строительства и подготовки инженерных кадров : сборник тезисов научных статей XXII Международного научно-методического ...

      2023-03-15

    • Modeling the behaviour of statically indeterminate reinforced concrete structures under load 

      Lazouski, Dmitry Nikolaevich; Glukhov, Dmitry Olegovich; Lazouski, Egor Dmitrievich (BrSTU, 2022)
      One of the main differences of reinforced concrete is the possibility of cracking in concrete, which leads to a significant change in stiffness along the length of the element with cracks. The current state of the issue of the analysis of reinforced concrete elements is characterized by the widespread ...

      2023-03-22

    • Simulation of bending reinforced concrete elements with cracks 

      Lazouski, Dmitry Nikolaevich; Glukhov, Dmitry Olegovich; Lazouski, Egor Dmitrievich (BrSTU, 2022)
      On the basis of deformational design analytical model of the cross section and block model of reinforced concrete element, a new analytical model is proposed by the authors. This model takes into account the work of tensioned concrete between cracks by applying additional stress in the reinforcement ...

      2023-03-22

    • The impact of the anchorage and angle of the bonded anchors in the concrete substrate on the type of failure 

      Tomaszewicz, Dariusz (BrSTU, 2018)
      Tomaszewicz, D. The impact of the anchorage and angle of the bonded anchors in the concrete substrate on the type of failure / D. Tomaszewicz // Перспективные направления инновационного развития строительства и подготовки инженерных кадров = Perspective Directions of Innovative Development of Construction ...

      2019-11-11