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dc.contributor.authorHajmohammadian Baghban, Mohammad
dc.contributor.authorGerivani, Saeid
dc.date.accessioned2018-03-27T07:31:46Z
dc.date.available2018-03-27T07:31:46Z
dc.date.created2017-12-08T13:32:56Z
dc.date.issued2017
dc.identifier.isbn978-82-8208-056-9
dc.identifier.urihttp://hdl.handle.net/11250/2492175
dc.description.abstractConcrete is widely used for bridge construction. Defining fibre elements in the finite element simulation process can give detailed properties of reinforced concrete elements and lead to improving the accuracy of the results. In this study, the behavior of concrete piers is discussed by using nonlinear static analysis under the effect of constant load pattern with definition of fibre plastic hinges. Defining nonlinear materials and plastic hinges results in more accuracy in stiffness distribution. Consequently, the shear capacity of the concrete piers is reduced by uneven stiffness distribution.nb_NO
dc.language.isoengnb_NO
dc.publisherNorsk Betongforeningnb_NO
dc.relation.ispartofNORDIC CONCRETE RESEARCH. Proceedings of the XXIII Nordic Concrete Research Symposium
dc.titleEvaluating the seismic behavior of reinforced concrete piers of bridges by using fibre plastic hinge elementsnb_NO
dc.typeChapternb_NO
dc.description.versionpublishedVersionnb_NO
dc.identifier.cristin1524760
dc.description.localcodePublished by Norsk Betongforening. Available here: https://nordicconcrete.net/wp-content/uploads/2017/08/XXIII-NCR-Symposium-DEL4-B5-B8-proceedings.pdfnb_NO
cristin.unitcode194,64,94,0
cristin.unitnameInstitutt for vareproduksjon og byggteknikk
cristin.ispublishedtrue
cristin.fulltextoriginal


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