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Seismic Performance Evaluation of a Super-Tall Building Structure

Zhou, Ying / Hong, Lei

This paper carried out the seismic performance evaluation of a super-tall hybrid structure. The hybrid structure consists of steel reinforced concrete (SRC) frame and reinforced concrete (RC) core wall. Based on the characteristics of the structure, the structural system, seismic performance objectives and seismic measures are presented. Moreover, the elastic response spectrum analysis, elastic and elasto-plastic dynamic analysis are performed to evaluate the seismic behavior of the structure at different seismic hazard levels. The conclusion can be drawn that through the seismic measures taken in the paper, the super-tall structure could generally achieve the seismic performance objectives.

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Seismic Performance Evaluation of a Super-Tall Building Structure

Zhou, Ying / Hong, Lei

This paper carried out the seismic performance evaluation of a super-tall hybrid structure. The hybrid structure consists of steel reinforced concrete (SRC) frame and reinforced concrete (RC) core wall. Based on the characteristics of the structure, the structural system, seismic performance objectives and seismic measures are presented. Moreover, the elastic response spectrum analysis, elastic and elasto-plastic dynamic analysis are performed to evaluate the seismic behavior of the structure at different seismic hazard levels. The conclusion can be drawn that through the seismic measures taken in the paper, the super-tall structure could generally achieve the seismic performance objectives.

Seismic Performance Evaluation of a Super-Tall Building Structure

Zhou, Ying / Hong, Lei

This paper carried out the seismic performance evaluation of a super-tall hybrid structure. The hybrid structure consists of steel reinforced concrete (SRC) frame and reinforced concrete (RC) core wall. Based on the characteristics of the structure, the structural system, seismic performance objectives and seismic measures are presented. Moreover, the elastic response spectrum analysis, elastic and elasto-plastic dynamic analysis are performed to evaluate the seismic behavior of the structure at different seismic hazard levels. The conclusion can be drawn that through the seismic measures taken in the paper, the super-tall structure could generally achieve the seismic performance objectives.

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Title:

Seismic Performance Evaluation of a Super-Tall Building Structure

Contributors:

Zhou, Ying / Hong, Lei

Published in:

Advanced Materials Research ; 446-449 ; 2357-2360

Publication date:

2012-01-24

Size:

4 pages

ISSN:

1662-8985 , 1022-6680

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.446-449.2357

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

Dynamic Analysis , Seismic Evaluation , Performance Objectives , Super Tall Building Structure

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