Please use this identifier to cite or link to this item:
https://hdl.handle.net/20.500.14279/33082
DC Field | Value | Language |
---|---|---|
dc.contributor.author | van der Westhuizen, Ashley Megan | - |
dc.contributor.author | Markou, George | - |
dc.contributor.author | Bakas, Nikolaos P. | - |
dc.date.accessioned | 2024-10-10T07:36:51Z | - |
dc.date.available | 2024-10-10T07:36:51Z | - |
dc.date.issued | 2022-01-01 | - |
dc.identifier.citation | Proceedings of the 14th International Conference on Agents and Artificial Intelligence - Volume 3: ICAART, 952-957, 2022 | en_US |
dc.identifier.isbn | 978-989-758-547-0 | - |
dc.identifier.issn | 21843589 | - |
dc.identifier.uri | https://hdl.handle.net/20.500.14279/33082 | - |
dc.description.abstract | The fundamental period of buildings is an important parameter when designing seismic resistant structures. The current formulae proposed in design codes for determining the fundamental period of steel structures cannot accurately predict the fundamental period of real structures. In addition, most of the current formulae only consider the height of the structure in their formulation, while soil structure interaction (SSI) and the orientation of the I-columns that influence the fundamental period are usually neglected. This research focuses on the use of machine learning algorithms to obtain a new formula that accounts for different geometrical features of the superstructure, where the SSI effect is also considered. After training and testing a 40-feature formula, an additional 138 out-of-sample numerical results were used to further test the accuracy of the proposed formula’s prediction abilities. The validation resulted in a correlation of 99.71%, which suggests that the proposed formula exhibits high predictive features for the steel structures considered in this study. | en_US |
dc.language.iso | en | en_US |
dc.subject | Seismic Design | en_US |
dc.subject | Fundamental Period | en_US |
dc.subject | Steel Structures | en_US |
dc.subject | Nonlinear Regression | en_US |
dc.subject | Soil-structure Interaction | en_US |
dc.subject | Machine-Learning Algorithms | en_US |
dc.title | Development of a New Fundamental Period Formula for Steel Structures Considering the Soil-structure Interaction with the Use of Machine Learning Algorithms | en_US |
dc.type | Conference Papers | en_US |
dc.collaboration | University of Pretoria | en_US |
dc.collaboration | RDC Informatics | en_US |
dc.subject.category | Computer and Information Sciences | en_US |
dc.subject.category | ENGINEERING AND TECHNOLOGY | en_US |
dc.subject.category | Civil Engineering | en_US |
dc.country | Greece | en_US |
dc.country | South Africa | en_US |
dc.subject.field | Engineering and Technology | en_US |
dc.publication | Peer Reviewed | en_US |
dc.relation.conference | International Conference on Agents and Artificial Intelligence | en_US |
dc.identifier.doi | 10.5220/0010978400003116 | en_US |
dc.identifier.scopus | 2-s2.0-85175853479 | - |
dc.identifier.url | https://api.elsevier.com/content/abstract/scopus_id/85175853479 | - |
dc.relation.volume | 3 | en_US |
cut.common.academicyear | empty | en_US |
dc.identifier.spage | 952 | en_US |
dc.identifier.epage | 957 | en_US |
item.openairecristype | http://purl.org/coar/resource_type/c_c94f | - |
item.openairetype | conferenceObject | - |
item.cerifentitytype | Publications | - |
item.grantfulltext | open | - |
item.languageiso639-1 | en | - |
item.fulltext | With Fulltext | - |
crisitem.author.dept | Department of Civil Engineering and Geomatics | - |
crisitem.author.faculty | Faculty of Engineering and Technology | - |
crisitem.author.orcid | 0000-0002-6891-7064 | - |
crisitem.author.parentorg | Faculty of Engineering and Technology | - |
Appears in Collections: | Δημοσιεύσεις σε συνέδρια /Conference papers or poster or presentation |
Files in This Item:
File | Size | Format | |
---|---|---|---|
Development of a New Fundamental.pdf | 708.83 kB | Adobe PDF | View/Open |
CORE Recommender
Page view(s)
22
Last Week
12
12
Last month
checked on Nov 21, 2024
Download(s)
2
checked on Nov 21, 2024
Google ScholarTM
Check
Altmetric
Items in KTISIS are protected by copyright, with all rights reserved, unless otherwise indicated.