Wyniki wyszukiwania dla: bridges engineering - MOST Wiedzy

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Wyniki wyszukiwania dla: bridges engineering

Wyniki wyszukiwania dla: bridges engineering

  • Roads and Bridges - Drogi i Mosty

    Czasopisma

    ISSN: 1643-1618 , eISSN: 2449-769X

  • The Latest Advances in Wireless Communication in Aviation, Wind Turbines and Bridges

    Publikacja

    - Inventions - Rok 2022

    Present-day technologies used in SHM (Structural Health Monitoring) systems in many implementations are based on wireless sensor networks (WSN). In the context of the continuous development of these systems, the costs of the elements that form the monitoring system are decreasing. In this situation, the challenge is to select the optimal number of sensors and the network architecture, depending on the wireless system’s other parameters...

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  • The use of fibre-reinforced polymers (FRP) in bridges as a favourable solution for the environment

    The purpose of this article is to show the modern engineering, in which sustainability and taking care of ecology play a significant role. The authors are focused on FRP composite materials and their applications in civil engineering. Case studies showing renovation and design of new bridges with the use of FRP are presented and discussed to clarify benefits, which this solution provides. Main advantages of FRP materials in comparison...

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  • Probabilistic seismic assessment of RC box-girder highway bridges with unequal-height piers subjected to earthquake-induced pounding

    Publikacja

    - Bulletin of Earthquake Engineering - Rok 2020

    This paper uses the probabilistic seismic assessment to study the effects of pounding and irregularity on the seismic behavior of typical concrete box-girder bridges with four levels of altitudinal irregularity. To extend the results for all bridges in the same class, uncertainty related to the earthquake, structural geometries, and materials are considered. Pounding is likely to take place in two cases: the first one concerns...

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  • OCENA WŁAŚCIWOŚCI STALI STOSOWANEJ W STARYCH OBIEKTACH KOLEJOWYCH

    Publikacja

    The scope of the paper is to give an introduction to the assessment subject matter of steel properties used in old railway bridges. The mechanical and chemical properties of construction steel extracted from old steel bridges are generally investigated by tensile tests, impact tests through the Charpy pendulum impact V-notch, and an optical emission spectrometer. Besides descriptions of the tests, the chosen chemical and mechanical...

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  • Cable-stayed bridges. Basic static schemes

    The paper presents an overview of shaping of cable-stayed bridges. Historical background, basic static sketches and overview of selected bridges are included. Selected natural solutions and interesting unrealized projects were presented. Basic ideas and most important principals are discussed. The examples and sketches were given an author's comment. Static diagrams of two pylon structures with three variants of the arrangement...

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  • Effects of Deck-Abutment Pounding on the Seismic Fragility Curves of Box-Girder Highway Bridges

    Publikacja

    - JOURNAL OF EARTHQUAKE ENGINEERING - Rok 2023

    Earthquake-induced pounding in bridges is a complex contact phenomenon in which the dynamic responses of structures, including collisions between deck and abutments, are strongly related to structural properties and earthquake excitation. The goal of this study is to develop and compare the seismic fragility curves of overall system and individual components of regular and irregular box-girder highway bridges in two cases: with...

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  • Application of Structural Control Systems for the Cables of Cable-Stayed Bridges: State-of-the-Art and State-of-the-Practice

    Publikacja

    - ARCHIVES OF COMPUTATIONAL METHODS IN ENGINEERING - Rok 2021

    Stay cables are one of the key elements of cable-stayed bridges and are characterized by lightweight, low inherent damping, and high flexibility. They are continuously subjected to small-to large-amplitude vibrations due to various types of dynamic loads that may, in the long term, cause fatigue and fracture problems for the cable system, and may eventually compromise the safety of cable-stayed bridges. Thus, several countermeasures...

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  • Dawid Ryś dr hab. inż.

    SZKOLENIA Szkolenie dotyczące metodyki zarządzania projektami PRINCE 2. Certyfikat kwalifikacji.   Szkolenie dotyczące Mikromechaniki Pracy Mieszanek  Mineralno-Asfaltowych Szkolenie doyczące interakcji koło pojazdu-nawierzchnia

  • Przemysław Kalitowski dr inż.

    Przemyslaw Kalitowski (born 26 July 1991) currently works at the Gdansk University of Technology in Gdansk, Poland. He acts as the Professor's Assistant at the Department of Rail Transportation and Bridges. In 2015 he started PhD studies at the Department of Rail Transportation and Bridges. He has over 4 years experience in static and dynamic analysis of structures - primarily with FEM programs. The scope of analysis are mainly...

  • Karol Grębowski dr inż.

    Karol Grębowski (dr inż.) pracuje jako adiunkt w Katedrze Technicznych Podstaw Projektowania Architektonicznego na Wydziale Architektury Politechniki Gdańskiej. Jego badania naukowe dotyczą zjawisk szybkozmiennych zachodzących podczas drgań konstrukcji budowlanych, obiektów mostowych (trzęsienia ziemi) oraz badania w zakresie metodologii projektowania budynków stanowiących system ochrony pasywnej (SOP) odpornych na uderzenia pojazdów...

  • O modelowaniu numerycznym dźwigarów zespolonych

    The paper is a general review of theoretical problems and corresponding numerical procedures actually available in commercial engineering software. Several possibilities of numerical simulation for composite girders are presented. Effectivity of meshing is showed on the simple example. Finally several examples of structural numeric models for real bridges are included. In the author's opinion, presented available procedures for...

  • Strain gauges monitoring of arch bridge over the Vistula river in Toruń during construction

    Publikacja

    In 2013 one of the biggest Polish road bridges over the Vistula was built in Torun. Considering the use of original engineering solutions and innovative assembly it was decided on monitoring of strain gauges and assessment of building’s behaviour during its construction. The research was aimed at determining the degree of strain and the assessment of proper work of main arch girders during assembly phases. This work presents the...

  • The application of non-destructive methods in the diagnostics of the approach pavement at the bridges

    The article presents the possibility of using non-destructive methods of road pavement diagnostics as an alternative to traditional means to assess the reasons for premature cracks adjacent to bridge objects. Two scanning methods were used: laser scanning to measure geometric surface deformation and ground penetrating radar (GPR) inspection to assess the road pavement condition. With the use of a laser scanner, an effective tool...

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  • Krzysztof Wilde prof. dr hab. inż.

    Krzysztof Wilde (ur. 11 I 1966 r. w Gdańsku) – specjalista z zakresu mostownictwa, mechaniki budowli, diagnostyki i geodezyjnego monitoringu konstrukcji inżynierskich. Prowadził badania ukierunkowane na opracowanie systemów redukcji drgań obiektów mostowych wywołanych działaniem wiatru i trzęsieniami ziemi. Prowadzi badania naukowe i prace rozwojowe związane z implementacją urządzeń i technologii diagnostyki nieniszczącej w obiektach...

  • Marcin Abramski dr hab. inż.

    od 1990 r. do 1996 r. - studia magisterskie na Politechnice Gdańskiej, na Wydziale Budownictwa Lądowego na specjalności Konstrukcje Budowlane i Inżynierskie 30.01.1996 r. - uzyskanie stopnia naukowego mgr inż. od 09.1995 r. do 12.1995 r. i od 02.1996 r. do 09.1998 r. - praca w charakterze inżyniera budowy w Usługowej Spółdzielni Remontowo-Budowlanej "Poziom" w Gdańsku od 15.09.1998 r. do 31.12.2006 r. - zatrudnienie na Politechnice...

  • Improving the procedure of probabilistic load testing design of typical bridges based on structural response similarities

    Publikacja

    This paper concerns load testing of typical bridge structures performed prior to operation. In-situ tests of a two-span post-tensioned bridge loaded with three vehicles of 38-ton mass each formed the input of this study. On the basis of the results of these measurements, an advanced FEM model of the structure was developed for which the sensitivity analysis was performed for chosen uncertainty sources. Three uncorrelated random...

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  • Damage-Involved Structural Pounding in Bridges under Seismic Excitation

    Publikacja

    During severe earthquakes, pounding between adjacent superstructure segments of highway elevated bridges was often observed. It is usually caused by the seismic wave propagation effect and may lead to significant damage. The aim of the present paper is to show the results of the numerical analysis focused on damage-involved pounding between neighbouring decks of an elevated bridge under seismic excitation. The analysis was carried...

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  • Application of probabilistic tools to extend load test design of bridges prior to opening

    Load tests of bridges are widely performed in a large number of countries. Deterministic comparison of measurement results to the theoretical, FEM (finite element method)-based outcomes with possible further calibration is mostly applied. Sometimes, the data collected in the tests are also used to calibrate the reliability factors of bridge structures or their components. This work proposes to complement the stage of the load test...

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  • Application of guided wave propagation in diagnostics of steel bridge components

    Early detection of potential defects and identification of their location are necessary to ensure safe, reliable and long-term use of engineering structures. Non-destructive diagnostic tests based on guided wave propagation are becoming more popular because of the possibility to inspect large areas during a single measurement with a small number of sensors. The aim of this study is the application of guided wave propagation in...

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