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Naslov:Using weigh-in-motion data to determine bridge dynamic amplification factor
Avtorji:ID Kalin, Jan (Avtor)
ID Žnidarič, Aleš (Avtor)
ID Kreslin, Maja (Avtor)
Datoteke:URL URL - Izvorni URL, za dostop obiščite https://doi.org/10.1051/matecconf/20152402003
 
.pdf PDF - Predstavitvena datoteka, prenos (815,78 KB)
MD5: E4BB572F72A306B378E5D2C4448687B2
 
Jezik:Angleški jezik
Tipologija:1.08 - Objavljeni znanstveni prispevek na konferenci
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 maximum dynamic and static load effects on a bridge. In the design codes, this factor is generally higher than in reality. While this is fine for new bridges that must account for various risks during their life-time, it imposes unnecessary conservativism into assessment of the existing well defined bridges. Therefore, analysis of existing bridges should apply more realistic DAF values. One way of obtaining them experimentally is by bridge weigh-in-motion (B-WIM) measurements, which use an existing instrumented bridge or culvert to weigh all crossing vehicles at highway speeds. The B-WIM system had been equipped with two methods of obtaining an approximation to the static response of the. The first method uses the sum of influence lines. This method relies on accurate axle identification, the failure of which can have a large influence on the DAF value. The other method uses a pre-determined low-pass filter to remove the dynamic component of the measured signal; however an expert is needed to set the filter parameters. A new approach that tries to eliminate these two drawbacks has been developed. In this approach the parameters for the filter are determined automatically by fitting the filtered response to the sum of the influence lines. The measurement of DAF on a typical bridge site agrees with experiments performed in the ARCHES [1] project: dynamic amplification decreases as static loading increases.
Status publikacije:Objavljeno
Verzija publikacije:Objavljena publikacija
Datum objave:19.10.2015
Založnik:EDP Sciences-Web of conferences
Leto izida:2015
Št. strani:Str. 1-8
PID:20.500.12556/DiRROS-23706 Novo okno
UDK:624
ISSN pri članku:2261-236X
DOI:10.1051/matecconf/20152402003 Novo okno
COBISS.SI-ID:2167911 Novo okno
Avtorske pravice:© Owned by the authors, published by EDP Sciences, 2015
Opomba:
Datum objave v DiRROS:26.09.2025
Število ogledov:172
Število prenosov:83
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Gradivo je del zbornika

Naslov:EVACESʼ15, 6th International Conference on Experimental Vibration Analysis forCivil Engineering Structures
COBISS.SI-ID:2167655 Novo okno

Gradivo je del revije

Naslov:MATEC web of conferences
Skrajšan naslov:MATEC web conf.
Založnik:EDP Sciences-Web of conferences
ISSN:2261-236X
COBISS.SI-ID:524597785 Novo okno

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Licenca:CC BY 4.0, Creative Commons Priznanje avtorstva 4.0 Mednarodna
Povezava:http://creativecommons.org/licenses/by/4.0/deed.sl
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Sekundarni jezik

Jezik:Slovenski jezik
Ključne besede:WIM, mostovi, tehtanje med vožnjo, dinamični faktor ojačitve, uporaba


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