DYNAMIC TESTS OF TWO LARGE-SPAN BRIDGES FOR SHM

被引：0

作者：

Sismisova, Z. ^{[1
]}

Sokol, M. ^{[1
]}

Venglar, M. ^{[1
]}

Lamperova, K. ^{[1
]}

机构：

[1] Univ Technol Bratislava, Fac Civil Engn, Radlinskeho 11, Bratislava 81005, Slovakia

来源：

ENGINEERING MECHANICS 2018 PROCEEDINGS, VOL 24 | 2018年

关键词：

SHM; FEM model; dynamic response; bridge;

D O I：

10.21495/91-8-749

中图分类号：

TH [机械、仪表工业];

学科分类号：

0802 ;

摘要：

Experimental measurements were accomplished at the Port Bridge and the Slovak National Uprising Bridge, both across the Danube River in Bratislava, Slovakia. The Port Bridge is a road-rail steel truss bridge with four spans, length of main span is 205 m. The Slovak National Uprising Bridge is a cable-stayed bridge, length of main span is 303 m. Nowadays both bridges are overloaded, therefore monitoring campaign has already started. The measurements were based on National Instruments system using the accelerometers.

引用

页码：749 / 752

页数：4

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