Zobrazeno 1 - 10
of 19
pro vyhledávání: '"Mieszko Kużawa"'
Publikováno v:
Studia Geotechnica et Mechanica. 44:97-113
The paper presents the method and results of numerical simulations of the mutual dynamic interactions between vehicles and the bridge structure, which has defect in the form of excessive permanent deformations. The parametric analyses were carried ou
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9bd6750b583e797a246c8b732674019a
https://doi.org/10.2478/sgem-2022-0004
https://doi.org/10.2478/sgem-2022-0004
Autor:
Mateusz Bocian, Nikolaos Nikitas, Maksat Kalybek, Mieszko Kużawa, Paweł Hawryszków, Jan Bień, Jerzy Onysyk, Jan Biliszczuk
Publikováno v:
Archives of Civil and Mechanical Engineering. 23
The assessment of dynamic performance of large-scale bridges typically relies on the deployment of wired instrumentation systems requiring direct contact with the tested structures. This can obstruct their operation and create unnecessary risks to th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6c0692970d1b5a1e34418904465731d0
https://doi.org/10.1007/s43452-022-00582-7
https://doi.org/10.1007/s43452-022-00582-7
Autor:
Jan Bien, Mieszko Kużawa
Publikováno v:
Studia Geotechnica et Mechanica, Vol 42, Iss 4, Pp 291-296 (2020)
Dynamic tests are one of the most significant diagnostic procedures applied in Bridge Health Monitoring in many countries. The paper presents a proposal of unified classification of the bridge dynamic tests together with review of the testing methods
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6d72387e4105a0a478513f39fcdaf565
https://doaj.org/article/a16e193093014359aa4ea0a9ee67e0f1
https://doaj.org/article/a16e193093014359aa4ea0a9ee67e0f1
Publikováno v:
Structural Concrete. 21:1227-1239
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0b1c3951271ab828a878ca8dfa7bce34
https://doi.org/10.1002/suco.201900410
https://doi.org/10.1002/suco.201900410
Publikováno v:
Przegląd Komunikacyjny, Pp 1-11 (2021)
The paper presents a method and results of numerical simulations of dynamic interactions between vehicles and the bridge structure, which has defects in the form of excessive permanent deflections of their spans. The simulation analyzes were carried
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doajarticles::69742ed33a819c8160fe9b02d3ffe90f
http://www.transportation.overview.pwr.edu.pl/UPLOAD/BAZA-ARTYKULOW/ENG/2021/07/A_ENG_21_06_07_01.pdf
http://www.transportation.overview.pwr.edu.pl/UPLOAD/BAZA-ARTYKULOW/ENG/2021/07/A_ENG_21_06_07_01.pdf
Publikováno v:
Archives of Civil and Mechanical Engineering. 19:1353-1367
Bridges generally are susceptible to deterioration, thus in such a situation precise information on characteristics and condition of their materials and structural systems based on results of diagnostic procedures is crucial for safety of the structu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1f819d398157415bb03b6d53c6d09db2
https://doi.org/10.1016/j.acme.2019.08.002
https://doi.org/10.1016/j.acme.2019.08.002
Publikováno v:
Archives of Civil and Mechanical Engineering. 18:1259-1274
The paper proposes a comprehensive, experimentally supported fatigue evaluation procedure dedicated to old riveted road bridges. The presented fatigue assessment of old riveted structures, very often of high historical value, is performed according t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b41084aff60744b8ac4cfb90f59d9f4b
https://doi.org/10.1016/j.acme.2018.03.005
https://doi.org/10.1016/j.acme.2018.03.005
Publikováno v:
Structural Integrity ISBN: 9783030292263
The paper presents a complex analysis of an old railway backfilled concrete arch bridge located in Rybnik, Poland. The study includes experimental and numerical assessment of the structure aimed at evaluation of precise functional conditions for the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6a554796c8c6957e447f8ade60d2a92f
https://doi.org/10.1007/978-3-030-29227-0_18
https://doi.org/10.1007/978-3-030-29227-0_18
Publikováno v:
Maintenance, Safety, Risk, Management and Life-Cycle Performance of Bridges ISBN: 9781315189390
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::440f0c01097b8613f4a35232414ffcff
https://doi.org/10.1201/9781315189390-250
https://doi.org/10.1201/9781315189390-250
Publikováno v:
Archives of Civil and Mechanical Engineering. 15:1046-1060
A Results of experimental load tests are used for the validation of numerical models applied in analyses of the concrete box bridges by means of the Finite Element Method. Six different models were used in the analyses: two created of 1-dimensional f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bd6a4a77f6a82481e6931f87aa179f56
https://doi.org/10.1016/j.acme.2015.05.007
https://doi.org/10.1016/j.acme.2015.05.007