Effect of Inclination of Columns on the Change of the Stiffness of a High-Rise Building

Abstract

This article describes the effect of inclination of columns on the change of stiffness of high-rise buildings with circular floor plan. Analysis was made for the building loaded by forces induced by wind and seismic loads. Various high-rise buildings with columns with different inclinations and buildings with vertical columns were analyzed from the viewpoint of horizontal displacements. The results were compared. The comparison was made with horizontal displacements of the building, where columns were inclined.

Wind-related structural stiffness and stiffness reduction factors

“…The results were compared. The comparison was performed by creating horizontal displacements with inclined columns (Medvecka and Ivankova, 2015). This study theoretically derives a simple hand calculation approach to forecast the lateral stiffness and fundamental period of concentrically braced frame structures with fixed or pin bases, as well as unbraced frame buildings Pavan and Dhakal (2017), to determine how much each piece contributes to H.R.B.…”

Wind-Related Structural Stiffness and Stiffness Reduction Factors

“…While the application of these concepts may be appropriately intricate, they are similar to the practical aspects of structural engineering. Researchers [7][8][9][10][11][12][13][14][15][16][17] have used the stiffness reduction coefficient to simulate how frame structures behave when they are affected by earthquake loads and made comments on the building work as a result. There have also been a lot of experimental studies on the effects of structural displacement.…”

Liquid Storage Cylindrical Tank - Earthquake Analysis

“…Satisfactory performance of tanks during strong ground shaking is crucial for there modern facilities. The seismic behaviour of liquid storage tanks is highly complex problem due to liquid-structure interaction [9,[13][14][15][16][17][18][19].…”