Author/Authors :
Hwang، Shyh-Jiann نويسنده , , Moehle، Jack P. نويسنده ,
Abstract :
Effective beam width and equivalent frame models are commonly used in design to model the lateral load response of slab-column frames. An analytical evaluation of these two models is made, considering effects of connection and panel geometry, as well as effects of cracking on frame stiffness. Models suitable for design office implementation are recommended. Results of the recommended models are compared with experimental data obtained from tests of a 0.4-scale, multipanel, slab-column frame.
