The non-linear cyclic behaviour of bolted moment connections is presented and explained herein.
A comprehensive experimental study on structural behaviour of stainless steel bolted T-stub connections is presented in this paper.
A parametric study of the inelastic compressive behaviour and strength of gusset plate connections is presented in this paper.
A mapping of a diagnostic problem into a diagnostic system represented by an associative memory with feedback connections is presented.
In this research, a numerical model for simulating the elastic and inelastic behavior of RC beam-column connections is presented.
In this paper the development and implementation of a finite element model for simple T-stub steel connections is presented.
An experimental study devoted to investigate the use of C-FRPs for repairing and strengthening lap shear hot-driven riveted connections is presented.
Furthermore, finite element models of thick flange T-stub connections is presented and finite element simulation results are compared to experimental results to demonstrate the applicability of built-up T-stub connections for use in special and intermediate moment frames.
In this paper, an experimental study of the seismic behavior of internal/external stiffeners in rigid beam-to-Concrete Filled Steel Tube (CFST) and Hollow Steel Section (HSS) column connections is presented respectively.
In the co-expression and co-translation networks, nodes correspond to genes and edges (connections) are present between any two nodes that are significantly connected resulting in a fully connected network (Chartrand, 1985).
