scholarly journals The Effect of High-Rise Building Features on Their State under the Horizontal Seismic Loads

2016 ◽  
Vol 20 (2) ◽  
pp. 49-53
Author(s):  
Igor Korobiichuk ◽  
Michał Nowicki ◽  
Katarzyna Rzeplińska-Rykała ◽  
Andrii Shostachuk ◽  
Dmytro Shostachuk ◽  
...  
Keyword(s):  
Seismic Loads ◽  
High Rise ◽  
High Rise Building

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

2015 ◽  
Vol 769 ◽  
pp. 9-12 ◽  
Author(s):  
Sona Medvecka ◽  
Olga Ivankova
Keyword(s):  
Seismic Loads ◽  
Floor Plan ◽  
High Rise ◽  
High Rise Building ◽  
Plan Analysis ◽  
Horizontal Displacements

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.

scholarly journals Dynamic Behavior of A High-Rise Building Under Seismic Loads for Different Bearing Frame Types

2018 ◽  
Vol 28 (4) ◽  
pp. 180-189
Author(s):  
Volodymyr Sakharov ◽  
Oleksandr Lytvyn ◽  
Vasyl Pidlutskyi
Keyword(s):  
Dynamic Behavior ◽  
Strain State ◽  
System Analysis ◽  
Mode Shapes ◽  
Seismic Load ◽  
Seismic Loads ◽  
High Rise ◽  
High Rise Building ◽  
Different Types ◽  
Vertical Bearing

Abstract Paper presents the results of dynamic behavior analysis of a high-rise building under seismic loads as part of the “base-foundation-building” system. Analysis covers different types of reinforced concrete construction with girder frame and non-girder frame. Using modal analysis, paper presents differences in mode shapes and frequencies caused by the presence or absence of girders. Paper also demonstrates variations in the stress-strain state for the vertical bearing structures under the seismic load for different frame types.

Partial Collapse During Construction of a High Rise Building Due to Fire

2005 ◽  
Vol 90 (5) ◽  
pp. 42-48
Author(s):  
Predrag L. Popovic ◽  
Richard C. Arnold
Keyword(s):  
High Rise ◽  
High Rise Building
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