Dynamic response analysis of multi-storey building to a non-uniform excitation
Authors:
- Pawel Boron,
- Joanna Dulinska
Abstract
In this paper the dynamic behaviour of multi-storey steel building is presented. The structure was subjected to a real, strong mining shock. During the analysis the time history analysis and the spectrum method were taken into account. The time history analysis concerns the uniform and non-uniform model of ground motion. A wave velocity of 300m/s was taken under consideration. The kinematic excitation was applied on the structure as support accelerations. The stress at selected points of structure were compared for all methods. The region nearby the connections was analysed particularly. The state of stress for connection zones was recognized.
- Record ID
- CUT51c219ffeb6140689a3542e954821b29
- Publication categories
- ; ;
- Author
- Journal series
- MATEC Web of Conferences, ISSN , e-ISSN 2261-236X, Irregular
- Issue year
- 2017
- Vol
- 107
- Pages
- [1-8]
- Article number
- 00064
- Other elements of collation
- rys.; tab.; wykr.; Bibliografia (na s.) - 8; Bibliografia (liczba pozycji) - 9; Oznaczenie streszczenia - Abstr.; Numeracja w czasopiśmie - Vol. 107
- Substantive notes
- Tyt. vol.: Dynamics of Civil Engineering and Transport Structures and Wind Engineering – DYN-WIND’2017
- Conference
- Dynamics of Civil Engineering and Transport Structures and Wind Engineering (DYN-WIND’2017), 2017, 21-05-2017 - 25-05-2017, Trstená, Słowacja
- Keywords in English
- non-uniform excitation, response spectrum, wave passage effect
- DOI
- DOI:10.1051/matecconf/201710700064 Opening in a new tab
- URL
- https://www.matec-conferences.org/articles/matecconf/abs/2017/21/contents/contents.html Opening in a new tab
- Language
- eng (en) English
- License
- Score (nominal)
- 15
- Publication indicators
- Citation count
- 5
- Additional fields
- Indeksowana w: Web of Science, Scopus
- Uniform Resource Identifier
- https://cris.pk.edu.pl/info/article/CUT51c219ffeb6140689a3542e954821b29/
- URN
urn:pkr-prod:CUT51c219ffeb6140689a3542e954821b29
* 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.