Show simple item record

dc.contributor.author Elgohary, H
dc.date.accessioned 2013-11-30T18:42:25Z
dc.date.available 2013-11-30T18:42:25Z
dc.date.issued 2013-12-01
dc.identifier.uri http://dl.lib.mrt.ac.lk/handle/123/9498
dc.description.abstract The recommended design methods for RC slender columns in the most current Codes and recent researches are mainly based on the moment magnifier approach. In these methods, the linear static moment acting on column section is increased by an empirical factor. This factor takes into account the slenderness ratio and end conditions of the column. Both geometric and physical nonlinear behaviors are not considered in most of the current Codes. Ignoring of the nonlinear behavior leads to inaccurate design output. In the present paper a critical review will be carried out for most of the recommended design methods in Codes and recent researches. Results of these methods will also be compared with experimental results. On the bases of this study a new simple and direct design approach will be recommended for the design of RC slender columns considering both geometric and material nonlinearity. en_US
dc.language.iso en en_US
dc.subject Slender columns en_US
dc.subject Eccentric compression en_US
dc.subject Nonlinear analysis en_US
dc.title New design approach for RC slender columns en_US
dc.type Conference-Full-text en_US
dc.identifier.year 2011 en_US
dc.identifier.conference International Conference on Structural Engineering Construction and Management en_US
dc.identifier.place Kandy en_US
dc.identifier.email Gohary_h@yahoo.com en_US


Files in this item

This item appears in the following Collection(s)

Show simple item record