Digitalni repozitorij raziskovalnih organizacij Slovenije

Izpis gradiva
A+ | A- | Pomoč | SLO | ENG

Naslov:Measurements of bridge dynamic amplification factor using bridge weigh-in-motion data
Avtorji:ID Kalin, Jan (Avtor)
ID Žnidarič, Aleš (Avtor)
ID Anžlin, Andrej (Avtor)
ID Kreslin, Maja (Avtor)
Datoteke:URL URL - Izvorni URL, za dostop obiščite https://www.tandfonline.com/doi/full/10.1080/15732479.2021.1887291
Opis: Odprti dostop
 
.pdf PDF - Predstavitvena datoteka, prenos (2,61 MB)
MD5: 85BB41269D441AEF93DC0A03500B1B8D
 
Jezik:Angleški jezik
Tipologija:1.01 - Izvirni znanstveni članek
Organizacija:Logo ZAG - Zavod za gradbeništvo Slovenije
Povzetek:The dynamic component of bridge traffic loading is commonly taken into account with a Dynamic Amplification Factor (DAF)—the ratio between the dynamic and static load effects on a bridge. In the design codes, this factor is generally more conservative than in reality. Recently a new method of cal- culation of this factor had been developed. Data from 15 different bridges have been analysed since then and this paper presents the results of the analyses. The background for Bridge Weigh-in-Motion is given, and the most recent method for DAF calculation is described. The sites from which the data originated are presented, and the selection of data discussed. The results of the analyses are presented and discussed and some examples of DAF calculations are shown. Data from the considered sites have invariably demonstrated a DAF decrease with increasing axle load. This is a significant result, especially for assessment of existing structures, since it is beneficial to use measured structural param- eters to optimise structural analysis.
Ključne besede:bridge loads, bridge weigh-in-motion, dynamic amplication factor, dynamic analysis, measurement, traffic loading
Status publikacije:Objavljeno
Verzija publikacije:Objavljena publikacija
Datum objave:26.02.2021
Založnik:Taylor & Francis
Leto izida:2022
Št. strani:str. 1164-1176
Številčenje:Vol. 18, iss. 8
PID:20.500.12556/DiRROS-15874 Novo okno
UDK:624
ISSN pri članku:1573-2479
DOI:10.1080/15732479.2021.1887291 Novo okno
COBISS.SI-ID:54660867 Novo okno
Avtorske pravice:© 2021 The Author(s). Published by Informa UK Limited, trading as Taylor & Francis Group
Datum objave v DiRROS:14.07.2023
Število ogledov:732
Število prenosov:364
Metapodatki:XML DC-XML DC-RDF
:
Kopiraj citat
  
Objavi na:Bookmark and Share


Postavite miškin kazalec na naslov za izpis povzetka. Klik na naslov izpiše podrobnosti ali sproži prenos.

Gradivo je del revije

Naslov:Structure and infrastructure engineering
Skrajšan naslov:Struct. infrastruct. eng.
Založnik:Taylor & Francis
ISSN:1573-2479
COBISS.SI-ID:514072345 Novo okno

Gradivo je financirano iz projekta

Financer:ARRS - Agencija za raziskovalno dejavnost Republike Slovenije
Številka projekta:P2-0273
Naslov:Gradbeni objekti in materiali

Licence

Licenca:CC BY-NC-ND 4.0, Creative Commons Priznanje avtorstva-Nekomercialno-Brez predelav 4.0 Mednarodna
Povezava:http://creativecommons.org/licenses/by-nc-nd/4.0/deed.sl
Opis:Najbolj omejujoča licenca Creative Commons. Uporabniki lahko prenesejo in delijo delo v nekomercialne namene in ga ne smejo uporabiti za nobene druge namene.
Začetek licenciranja:26.02.2021
Vezano na:Version of Record valid from 2021-02-26

Sekundarni jezik

Jezik:Slovenski jezik
Ključne besede:obtežba mostu, tehtanje med vožnjo z mostom, koeficient sunka, dinamična analiza, meritev, prometna obtežba


Nazaj