load test of railway viaduct built using crosswise launching … · 4.1. initial load test of the...
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![Page 1: Load Test of Railway Viaduct Built Using Crosswise Launching … · 4.1. Initial load test of the viaduct 8VLQJ PRGHOV LTMI 1-3, FDOFXODWLRQV RI GHIOHFWLRQV RI PDLQ JLUGHUV LQ VHSDUDWH](https://reader034.vdocuments.site/reader034/viewer/2022052008/601d16bb6f28c51f865c57f6/html5/thumbnails/1.jpg)
Procedia Engineering 161 ( 2016 ) 530 – 537
1877-7058 © 2016 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).Peer-review under responsibility of the organizing committee of WMCAUS 2016doi: 10.1016/j.proeng.2016.08.684
ScienceDirectAvailable online at www.sciencedirect.com
aSilesian University of Technology, Mechanics and Bridges Department, Akademicka 5, 44-100 Gliwice, Poland
Keywords:
E-mail address:
© 2016 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).Peer-review under responsibility of the organizing committee of WMCAUS 2016
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531 Piotr Łaziński and Stefan Pradelok / Procedia Engineering 161 ( 2016 ) 530 – 537
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532 Piotr Łaziński and Stefan Pradelok / Procedia Engineering 161 ( 2016 ) 530 – 537
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533 Piotr Łaziński and Stefan Pradelok / Procedia Engineering 161 ( 2016 ) 530 – 537
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534 Piotr Łaziński and Stefan Pradelok / Procedia Engineering 161 ( 2016 ) 530 – 537
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535 Piotr Łaziński and Stefan Pradelok / Procedia Engineering 161 ( 2016 ) 530 – 537
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536 Piotr Łaziński and Stefan Pradelok / Procedia Engineering 161 ( 2016 ) 530 – 537
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537 Piotr Łaziński and Stefan Pradelok / Procedia Engineering 161 ( 2016 ) 530 – 537