Torsion Analysis of High-Rise Buildings using Quadrilateral Panel Elements with Drilling D.O.Rs

Generally, the finite element method is a powerful procedure for analysis of tall buildings. yet, it shouldbe noted that there are some problems in the application of many finite elements to the analysis of tallbuilding structures. the presence of art ificial flexure and parasitic shear effects in many lower order planestress and membrane elements, cau se the numerical procedure to converge in a low rate. nevertheless, verylarge hardware memory storage is needed because of using fine meshes. hence, it should be better to developand use elements which can model the structural system of tall buildings in coarse finite element meshes andconverge fast. the panel type finite elements presented in this study, have vertical and horizontal degrees offreedom similar to those of wide column analogy in the frame method. there are two rotational degrees offreedom to be defined at the two end of the panel element, which denote the rotational freedom equal to thefirst derivative of lateral displacement. the proposed elements can simply be used in tall building analysis.the application of the proposed elements can be performed without using a fine mesh. examples are given todenote the accuracy and efficiency of the presented panel elements.