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Zdjęcie profilowe: dr inż. Tomasz Falborski

dr inż. Tomasz Falborski

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Katalog Publikacji

Rok 2025
Rok 2024
Rok 2023
Rok 2022
  • Effects of Column Base Flexibility on Seismic Response of Steel Moment-Frame Buildings
    Publikacja

    - Rok 2022

    Steel Moment Resisting Frames (SMRFs) are very popular lateral load resisting systems in many seismically active regions. However, their seismic response is strongly dependent on the rotational fixity of column base connections. Despite many studies (both experimental and numerical) in this particular area, available approaches for estimating column base flexibility have been validated only against laboratory test data. In the...

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  • Estimation of nonstructural stiffness in instrumented steel frames
    Publikacja

    - ENGINEERING STRUCTURES - Rok 2022

    Lateral stiffness of nonstructural components may significantly influence the initial stiffness of the entire structure and consequently alter its dynamic characteristics. While methods for simulating structural members are well-established, approaches for modeling nonstructural components that also participate in seismic response are notably less developed. In this paper a simplified, physically-intuitive approach for estimating...

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Rok 2021
Rok 2020
Rok 2019
  • Numerical investigation on dynamic response of a steel lattice tower under various seismic events
    Publikacja

    The present paper presents the results of the numerical study designed to investigate the soil-structure flexibility effects on modal parameters (i.e. fundamental frequencies) and time-history analysis response (represented by the top relative displacements) of a 46.8 m high steel lattice tower subjected to a number of ground motions including also one mining tremor. In addition to the fixed-base condition, three different soil...

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Rok 2018
Rok 2017
Rok 2016
Rok 2015
Rok 2014
Rok 2013
Rok 2012
Rok 2011
  • An experimental study on polymer mass
    Publikacja

    - Rok 2011

    A new method of repairing damaged structures by filling the cracks with specially prepared polymer mass has been recently proposed. The technique is mainly dedicated to historical objects where minimum intervention is permitted. The flexible joint bonds the disrupted elements and ensures further safe exploitation of a damaged structure. The aim of the present paper is to show the results of an experimental study on polymer mass...

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