DocumentCode
3360109
Title
A new lateral load pattern for nonlinear pushover analysis of high-rising RC frame-wall structures
Author
Weixing, Liu
Author_Institution
Sch. of Civil & Archit. Eng., Northeast Dianli Univ., Jilin, China
fYear
2010
fDate
26-28 June 2010
Firstpage
1385
Lastpage
1388
Abstract
Lateral load pattern is one of the most important parameters to pushover analysis of structures. The current lateral load patterns are not fit for pushover analysis of high-rising structures. A new lateral load pattern, named Parabola pattern, is presented in this paper by a lot of time history analyses and pushover analyses performed to two high-rising RC frame-wall buildings. The new lateral load pattern is used in the pushover analysis of the two buildings. It shows that the new lateral load pattern is fit for the pushover analysis of high-rising buildings.
Keywords
reinforced concrete; walls; Parabola pattern; RC frame-wall structures; buildings; lateral load pattern; nonlinear pushover analysis; Bridges; Buildings; Cities and towns; Earthquakes; History; Pattern analysis; Performance analysis; Safety; Steel; Sun; Lateral load pattern; high-rising RC stuctures; pushover;
fLanguage
English
Publisher
ieee
Conference_Titel
Mechanic Automation and Control Engineering (MACE), 2010 International Conference on
Conference_Location
Wuhan
Print_ISBN
978-1-4244-7737-1
Type
conf
DOI
10.1109/MACE.2010.5536268
Filename
5536268
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