Full-Scale Experimental and Numerical Investigations on the Modal Parameters of a Single-Span Steel-Frame Footbridge
In this work, an examination on the modal properties of a single-span steel-frame footbridge is presented. The footbridge is situated in Jawornik (Lesser Poland). The footbridge is symmetrical since its main structure consists of two steel frames of the same shape. The boundary conditions for both f...
Main Authors: | Izabela Joanna Drygala, Joanna Maria Dulinska |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2019-03-01
|
Series: | Symmetry |
Subjects: | |
Online Access: | http://www.mdpi.com/2073-8994/11/3/404 |
Similar Items
-
Impact of Dynamic Soil-Structure Interaction on Performance of a Single Span Footbridge with Overhangs Subjected to Mining-Induced Shocks
by: Izabela Joanna Drygala, et al.
Published: (2022-12-01) -
Dynamic Numerical Analysis of Steel Footbridge
by: Major Maciej, et al.
Published: (2017-06-01) -
Vibration Serviceability of the Aberfeldy Footbridge under Various Human-Induced Loadings
by: Izabela Joanna Drygala, et al.
Published: (2023-04-01) -
Operational Modal Analysis of the Cablestayed Footbridge
by: Kortiš Ján, et al.
Published: (2017-12-01) -
Vibration Serviceability of Footbridges: Classical vs. Innovative Material Solutions for Deck Slabs
by: Izabela Joanna Drygala, et al.
Published: (2020-07-01)