The experimental determination of the stress calculation and relative strains in the span elements of railway bridges under the influence of the rolling equipment

Some results of measurements of bending deformation concrete span bridge are given. It is shown that for a more detailed estimation of the dynamic answer of the structure and the establishment of the correspondence between the analytical model and behavior of structure, it is necessary to carry out...

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Main Authors:	Janat Musayev, Algazy Zhauyt, Toty Buzauova, Gulnar Mamatova, Zhaukhar Yessenkluova, Gulnur Abdugaliyeva
Format:	Article
Language:	English
Published:	JVE International 2017-09-01
Series:	Journal of Measurements in Engineering
Subjects:	equipment development experimental measurements construction
Online Access:	https://www.jvejournals.com/article/19025

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spelling	doaj-7ce0cb7176d64cd795e7d87685a30f4f2020-11-25T02:33:12ZengJVE InternationalJournal of Measurements in Engineering2335-21242424-46352017-09-015312513310.21595/jme.2017.1902519025The experimental determination of the stress calculation and relative strains in the span elements of railway bridges under the influence of the rolling equipmentJanat Musayev0Algazy Zhauyt1Toty Buzauova2Gulnar Mamatova3Zhaukhar Yessenkluova4Gulnur Abdugaliyeva5Kazakh Academy of Transport and Communications named after M. Tynyshpayev, Almaty, 050012, KazakhstanKazakh National Research Technical University named after K. I. Satpayev, Almaty, 050013, KazakhstanKaraganda State Technical University, Karaganda, 100000, KazakhstanAcademy of Civil Aviation, Almaty, 050039, KazakhstanNARXOZ University, Almaty, 050035, KazakhstanKaraganda State Technical University, Karaganda, 100000, KazakhstanSome results of measurements of bending deformation concrete span bridge are given. It is shown that for a more detailed estimation of the dynamic answer of the structure and the establishment of the correspondence between the analytical model and behavior of structure, it is necessary to carry out periodic monitoring of tense-strained state of the structure under operating load.https://www.jvejournals.com/article/19025equipmentdevelopmentexperimentalmeasurementsconstruction
collection	DOAJ
language	English
format	Article
sources	DOAJ
author	Janat Musayev Algazy Zhauyt Toty Buzauova Gulnar Mamatova Zhaukhar Yessenkluova Gulnur Abdugaliyeva
spellingShingle	Janat Musayev Algazy Zhauyt Toty Buzauova Gulnar Mamatova Zhaukhar Yessenkluova Gulnur Abdugaliyeva The experimental determination of the stress calculation and relative strains in the span elements of railway bridges under the influence of the rolling equipment Journal of Measurements in Engineering equipment development experimental measurements construction
author_facet	Janat Musayev Algazy Zhauyt Toty Buzauova Gulnar Mamatova Zhaukhar Yessenkluova Gulnur Abdugaliyeva
author_sort	Janat Musayev
title	The experimental determination of the stress calculation and relative strains in the span elements of railway bridges under the influence of the rolling equipment
title_short	The experimental determination of the stress calculation and relative strains in the span elements of railway bridges under the influence of the rolling equipment
title_full	The experimental determination of the stress calculation and relative strains in the span elements of railway bridges under the influence of the rolling equipment
title_fullStr	The experimental determination of the stress calculation and relative strains in the span elements of railway bridges under the influence of the rolling equipment
title_full_unstemmed	The experimental determination of the stress calculation and relative strains in the span elements of railway bridges under the influence of the rolling equipment
title_sort	experimental determination of the stress calculation and relative strains in the span elements of railway bridges under the influence of the rolling equipment
publisher	JVE International
series	Journal of Measurements in Engineering
issn	2335-2124 2424-4635
publishDate	2017-09-01
description	Some results of measurements of bending deformation concrete span bridge are given. It is shown that for a more detailed estimation of the dynamic answer of the structure and the establishment of the correspondence between the analytical model and behavior of structure, it is necessary to carry out periodic monitoring of tense-strained state of the structure under operating load.
topic	equipment development experimental measurements construction
url	https://www.jvejournals.com/article/19025
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The experimental determination of the stress calculation and relative strains in the span elements of railway bridges under the influence of the rolling equipment

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