Dynamic assessment of a cable-stayed footbridge under earthquake sequence using a concrete damage plasticity model (CDP)
Authors:
- Rafał Ciura,
- Izabela Drygała,
- Joanna M. Dulinska
Abstract
In this paper, the investigation of the dynamic response of a cable-stayed footbridge with steel reinforced concrete deck to foreshocks, a mainshock and an aftershock seismic sequence is delivered. For the aim of the study the finite element (FE) model was prepared with the ABAQUS/Standard software program. The representative seismic events with three components were taken into account in the numerical simulation. For the evaluation of seismic-induced damages in reinforced concrete deck of the footbridge, the concrete damage plasticity (CDP) model was applied.
- Record ID
- CUTa9d89169e8b648d0a6a6050c7000723c
- Publication categories
- ; ;
- Author
- Journal series
- MATEC Web of Conferences, ISSN , e-ISSN 2261-236X, Irregular
- Issue year
- 2018
- Vol
- 211
- Pages
- [1-6]
- Article number
- 09002
- Other elements of collation
- fot.; rys.; tab.; wykr.; Bibliografia (na s.) - 6; Bibliografia (liczba pozycji) - 13; Oznaczenie streszczenia - Abstr.; Numeracja w czasopiśmie - Vol. 211
- Conference
- 14th International Conference on Vibration Engineering and Technology of Machinery (VETOMAC XIV), 2018, 10-09-2018 - 13-09-2018, Lisbon, Portugalia
- Keywords in English
- dynamic response, cable-stayed footbridge, steel reinforced concrete deck, finite element (FE) model
- DOI
- DOI:10.1051/matecconf/201821109002 Opening in a new tab
- URL
- https://www.matec-conferences.org/articles/matecconf/abs/2018/70/matecconf_vetomacxiv2018_09002/matecconf_vetomacxiv2018_09002.html Opening in a new tab
- Language
- eng (en) English
- License
- Score (nominal)
- 15
- Publication indicators
- = 1
- Additional fields
- Indeksowana w: Web of Science, Scopus
- Uniform Resource Identifier
- https://cris.pk.edu.pl/info/article/CUTa9d89169e8b648d0a6a6050c7000723c/
- URN
urn:pkr-prod:CUTa9d89169e8b648d0a6a6050c7000723c
* presented citation count is obtained through Internet information analysis, and it is close to the number calculated by the Publish or PerishOpening in a new tab system.