06-14-2016, 06:26 AM
Nonlinear seismic analysis of steel frame with semi-rigid joints
- Author(s): Paulina Krolo, Mehmed Čaušević, Mladen Bulić
- Published By: GRAĐEVINAR
- Published Year: 6/2015
- DOI: 10.14256/JCE.1139.2014
- Size: 884 KB
- Quality: Unspecified
- Abstract: The nonlinear seismic analysis of steel frame without diagonals is presented in the paper. The real behaviour of semi-rigid joints is taken into account through prior numerical simulation of the selected type of joint. The resulting bending moment
and rotation curve is substituted with trilinear approximation and incorporated in seismic analysis according to the nonlinear static N2 method. Absolute and relative frame displacements are determined, and the corresponding results are compared with results for the steel frame with absolutely rigid joints.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
http://forum.civilea.com/thread-27464.html
***************************************
This post has been made by CivilEA Post-Generator V2.3.1