dc.contributor.author | Hooshmandi, Sheida | |
dc.contributor.author | Kioumarsi, Benyamin | |
dc.contributor.author | Kioumarsi, Mahdi | |
dc.contributor.author | Hajmohammadian Baghban, Mohammad | |
dc.date.accessioned | 2018-01-25T10:19:24Z | |
dc.date.accessioned | 2018-08-17T10:17:32Z | |
dc.date.available | 2018-01-25T10:19:24Z | |
dc.date.available | 2018-08-17T10:17:32Z | |
dc.date.issued | 2017 | |
dc.identifier.citation | Hooshmandi, Kioumarsi, Kioumarsi MM, Hajmohammadian Baghban MHB: Application of response surface method (RSM) on sensitivity analysis of reinforced concrete bridge pier wall. In: Tange Hasholt. NORDIC CONCRETE RESEARCH. Proceedings of the XXIII Nordic Concrete Research Symposium, 2017. Norsk Betongforening p. 303-306 | en |
dc.identifier.issn | 0800-6377 | |
dc.identifier.uri | https://hdl.handle.net/10642/6063 | |
dc.description.abstract | In this paper, the nonlinear behaviour of a reinforced concrete (RC) bridge pier wall was
evaluated by nonlinear finite element analyses (NLFEA) method. The NLFEA results were
compared to the simulated seismic test results conducted on full-scale RC columns. Sensitivity
of some of the design variables and their effects on the seismic behaviour of RC bridge pier wall
has been investigated using response surface method (RSM). RSM prediction is based on results
of finite element analysis. | en |
dc.language.iso | en | en |
dc.publisher | Norsk Betongforening | en |
dc.relation.uri | http://nordicconcrete.net/wp-content/uploads/2017/08/XXIII-NCR-Symposium-DEL4-B5-B8-proceedings.pdf | |
dc.subject | Concrete column | en |
dc.subject | Finite element | en |
dc.subject | Modelling | en |
dc.subject | RSM | en |
dc.title | Application of response surface method (RSM) on sensitivity analysis of reinforced concrete bridge pier wall | en |
dc.type | Journal article | en |
dc.type | Peer reviewed | en |
dc.date.updated | 2018-01-25T10:19:24Z | |
dc.description.version | publishedVersion | en |
dc.identifier.cristin | 1491909 | |
dc.source.isbn | 978-82-8208-056-9 | |