Evaluation of Dynamic Characteristics of the Footbridge with Integral Abutments
| Author(s): |
Marek Pańtak
(Cracow University of Technology, Faculty of Civil Engineering, Department of Bridges and Tunnels Construction, Warszawska st 24, 31-155 Kraków , Poland)
Bogusław Jarek (Cracow University of Technology, Kraków , Poland) |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Civil and Environmental Engineering Reports, September 2017, n. 3, v. 26 |
| Page(s): | 171-178 |
| DOI: | 10.1515/ceer-2017-0044 |
| Abstract: |
The paper presents the results of dynamic field tests and numerical analysis of the footbridge designed as a three-span composite structure with integral abutments. The adopted design solution which has allowed to achieve a high resistance of the structure to dynamic loads and to meet the requirements of the criteria of comfort of use with a large reserve has been characterized. For comparative purposes, numerical analyzes of three construction variants of the footbridge were presented: F-1 - construction with integral abutments (realized variant), F-2 - construction with girders anchored in the abutments by means of tension rocker bearings, F-3 - construction with concrete side spans. |
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data sheet - Reference-ID
10705295 - Published on:
19/02/2023 - Last updated on:
19/02/2023
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