Nonlinear Modeling of Slab-Column Connections Under Cyclic Loading
Based on a beam analogy concept, a two-dimensional (2D) nonlinear model for interior slab-column connections was developed for use in pushover analyses of flat-plate structures. The slab lateral resistance from flexure and shear acting on the connection was modeled by an equivalent beam element and the resistance from torsion by a rotational spring element. The parameters defining connection lateral stiffness were calibrated from the tests presented in this study and were validated using experimental data reported in other studies.
Concrete beams; Cyclic loading; Equivalent beam; Flat-plate; Frame model; Pushover analysis; Reinforced concrete; Reinforced concrete construction; Shear walls; Slab-column connection
Civil and Environmental Engineering | Construction Engineering and Management | Structural Engineering
Use Find in Your Library, contact the author, or interlibrary loan to garner a copy of the item. Publisher policy does not allow archiving the final published version. If a post-print (author's peer-reviewed manuscript) is allowed and available, or publisher policy changes, the item will be deposited.
Jirsa, J. O.,
Nonlinear Modeling of Slab-Column Connections Under Cyclic Loading.
ACI Structural Journal, 106(1),