Effect of Vertical Irregularity in Multi-Storied Building Under Seismic Loading

  • Alaa H. Al-Zuhairi, Ali Hussein Ali Al-Ahmed, Fahad M. Abdulkarim, Hasan Hussein Ali, Mohammed H. Mohammed

Abstract

Significant structural breakdowns occur as the building deals with complex loads that involve both earthquakes and wind loads. Most of the buildings are of architectural significance in today's world and regular types are extremely impossible to build. These irregularities are caused by the system damage of constructions under the stress of dynamic loads. Thorough research is therefore critical for achieving ultimate efficiency even in the wrong configuration. "Impact of Spatial Anomaly in Multi-storied Buildings under Lateral Response, with Compression Test" (i.e. the height of the symmetric elevation configuration and the other three frames with an unequal upright configuration, from the 10th floor, at the corner, middle and edge of a plan resp. It is found that there is no Torsional influence in a frame in the normal frame due to symmetry from the effects of the study of four frameworks. For the columns which are perpendicular to force motion in the plane, the respond for vertically irregular constructions is differently. This is because of the structure's torsional rotation.

Published
2021-04-07
How to Cite
Fahad M. Abdulkarim, Hasan Hussein Ali, Mohammed H. Mohammed, A. H. A.-Z. A. H. A. A.-A. (2021). Effect of Vertical Irregularity in Multi-Storied Building Under Seismic Loading. Design Engineering, 2021(3), 47 - 59. Retrieved from http://thedesignengineering.com/index.php/DE/article/view/1206
Section
Articles