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Comparative Assessment of Enhanced Multi-mode Pushover Analysis Methods for Performance Based Design

 Comparative Assessment of Enhanced Multi-mode Pushover Analysis Methods for Performance Based Design
Author(s): ,
Presented at IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010, published in , pp. 840-841
DOI: 10.2749/222137810796063968
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Performance Based Design is a logical design process to determine the performance of such structures where normal code-based prescriptive methods may not apply. Although Non-Linear Time History Ana...
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Bibliographic Details

Author(s):

Medium: conference paper
Language(s): English
Conference: IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010
Published in:
Page(s): 840-841 Total no. of pages: 8
Page(s): 840-841
Total no. of pages: 8
Year: 2010
DOI: 10.2749/222137810796063968
Abstract:

Performance Based Design is a logical design process to determine the performance of such structures where normal code-based prescriptive methods may not apply. Although Non-Linear Time History Analysis has proven to be the most appropriate and reliable approach to follow, it requires considerable effort, cost and skill, which may be either not practical or justified in many cases. For such cases, Non-linear Static Pushover Analysis has become a popular “tool” for PBD. However, NSPA has an inherent deficiency that its invariant load distribution cannot take the higher-mode effect into consideration which may have significant effects in structure, especially mid- to high-rise buildings. Several attempts had been made to develop NSPA so that the higher- mode effects can be considered. This paper investigates the effectiveness of several enhanced pushover methods in predicting the response of structures in comparison with NLTHA solution.

Keywords:
seismic evaluation Performance Based Design enhanced pushover analysis