000011003 001__ 11003
000011003 005__ 20141205155826.0
000011003 04107 $$aeng
000011003 046__ $$k2008-10-12
000011003 100__ $$aMivehchi, Mahmoudreza
000011003 24500 $$aThe Study of Energy Acceptance for Rigid Connections with Numerical Methods

000011003 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011003 260__ $$b
000011003 506__ $$arestricted
000011003 520__ $$2eng$$aGenerally we can use the members of extra internal strength with rigid connections. In this case, whenever a point is over loaded, another distribution happens in the length of the member for extra stresses. With applying to this connections , negative moment that is created in the fulcrum , reduces the affirmative moment which is placed in the middle of the mouth and because of this the section surface that is needed , decreases and so it economics the amount of steel. Rigid connection is the best type of connection among all types of beam to column connections that the only problem with it is the weakness and difficulty in executing it, however, about this connection there were not a lot studies or at most it is limited in appointing the stiffness or shear and moment in the region of connection. Therefore in this paper we have tried to make use of numerical methods (e.g. finite elements) in modeling this connection that is a minute and efficient method and recently according to the increase in speed and efficiency of high speed computers has been in vague. And finally, one of the important features of this connection is, energy ductility will be considered with this method and by using available plans.

000011003 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011003 653__ $$arigid connections, ductility, energy acceptance

000011003 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011003 720__ $$aMivehchi, Mahmoudreza$$iDadkhah, Mehran
000011003 8560_ $$ffischerc@itam.cas.cz
000011003 8564_ $$s95038$$uhttps://invenio.itam.cas.cz/record/11003/files/14-0068.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 14-0068.
000011003 962__ $$r9324
000011003 980__ $$aPAPER