Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Monika Podwórna"'
Publikováno v:
Archives of Civil Engineering, Vol vol. 67, Iss No 1, Pp 285-301 (2021)
The homogenous properties – as flats are – have the set of key features that characterizes them. The area of a flat, the number of rooms and storey number where it is located, the technical state of a building, and the state of the vicinity of th
Externí odkaz:
https://doaj.org/article/d0e8668c4546497a9387584e33bc06fb
Autor:
Monika Podwórna
Publikováno v:
MATERIAŁY BUDOWLANE. 1:116-119
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f76f3f8a106b911b46ee12cc3da65c9b
https://doi.org/10.15199/33.2022.11.31
https://doi.org/10.15199/33.2022.11.31
Autor:
Jacek Grosel, Monika Podwórna
Publikováno v:
Studia Geotechnica et Mechanica, Vol 43, Iss s1, Pp 492-500 (2021)
The paper focuses on the problem of optimising the cooperation between a dynamic vibration absorber (DVA) and a structure. The authors analyse a road beam bridge equipped with a working platform (deck) used to service pipelines installed on the struc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5392e98ff341a692afed5a105bb69cb3
https://doaj.org/article/37ef5b4ede5348cc92b83f81d35f7bff
https://doaj.org/article/37ef5b4ede5348cc92b83f81d35f7bff
Autor:
Monika Podwórna, Jacek Grosel
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030860004
One way to reduce vibrations of a bridge abutment is to add an absorber tuned to the structure. It is important to properly design an absorber, which the most common design is a sprung mass because of its simple structure. A new parameter optimizatio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1af6b2869b82ba6720dc7baab458dacc
https://doi.org/10.1007/978-3-030-86001-1_44
https://doi.org/10.1007/978-3-030-86001-1_44
Autor:
Monika Podwórna
Publikováno v:
Transportation Overview - Przeglad Komunikacyjny. 2019:12-19
The paper presents a comparison of dynamic responses of bridges with different dynamic characteristics to a quasi-real mobile load. Different bridge – track – train (moving at high speed) systems were analyzed. The system is ballasted monotrack.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2779025ad7c9d59f492925398542a48f
https://doi.org/10.35117/a_eng_19_11_02
https://doi.org/10.35117/a_eng_19_11_02
Publikováno v:
Probabilistic Engineering Mechanics. 56:27-34
We study and compare two models of vibration of the Euler–Bernoulli beam under stochastic excitation based on two different gradient versions of the non-local theory of elasticity, namely: the Eringen’s model, in which the strain is a function of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9fc1ea8f9a2e9a5d31d8c4fe248cc35d
https://doi.org/10.1016/j.probengmech.2019.03.001
https://doi.org/10.1016/j.probengmech.2019.03.001
Publikováno v:
Probabilistic Engineering Mechanics. 66:103151
The problem of reducing the level of vibrations in various constructions has been considered for many years. This is an important element of analyzing the technical condition of buildings and the comfort of users. Various ways and means of preventing
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ca3bf57a7bbb6b25505df2693c88f4c3
https://doi.org/10.1016/j.probengmech.2021.103151
https://doi.org/10.1016/j.probengmech.2021.103151
Autor:
Monika Podwórna
Publikováno v:
Transportation Overview - Przeglad Komunikacyjny. 2017:11-17
The impact factors in the vertical deflection obtained in dynamic analysis of BTT systems - bridged / track structure / high speed train (BTT) - are discussed. The BTT system is one of 5 bridges spanning from 15 m to 27 m, modelled as simply supporte
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e0b32520a2176b355e7a57737e0b14b0
https://doi.org/10.35117/a_eng_17_09_02
https://doi.org/10.35117/a_eng_17_09_02
Publikováno v:
Zeszyty Naukowe Uniwersytetu Szczecińskiego Finanse Rynki Finansowe Ubezpieczenia. 82:443-450
Cel – W kazdej wycenie, niezaleznie od przedmiotu i zakresu, niezbedne jest określenie podstawowych zalozen wyceny. Przyjete zalozenia w oczywisty sposob wplywają na wybor stosowanych metod wyceny. W pracy skupiono uwage na podejściu majątkowym
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::62094487aaf76989c9821c1940d5d3c8
https://doi.org/10.18276/frfu.2016.4.82/2-38
https://doi.org/10.18276/frfu.2016.4.82/2-38
Autor:
Monika Podwórna, Marian Klasztorny
Publikováno v:
Bulletin of the Polish Academy of Sciences: Technical Sciences. 62:165-179
A new series-of-types of single-span simply-supported railway composite (steel-concrete) bridges, with a symmetric platform, has been designed according to the Polish bridge standards. The designed bridges/viaducts are located on the main railways of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4efda8c620e43c0502d6201a3e446573
https://doi.org/10.2478/bpasts-2014-0018
https://doi.org/10.2478/bpasts-2014-0018