3-D PUSHOVER ANALYSIS FOR DAMAGE ASSESSMENT OF BUILDINGS

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MOGHADAM A.S.; TSO W.K.

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Journal Paper

Paper Information

Journal: Journal of Seismology and Earthquake Engineering Year:2000 | Volume:2 | Issue:3 Page(s): 23-31

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Information Journal Paper

Title

3-D PUSHOVER ANALYSIS FOR DAMAGE ASSESSMENT OF BUILDINGS

Author(s)

MOGHADAM A.S. | TSO W.K. | Issue Writer Certificate

Keywords

PUSHOVER ANALYSISQ4

NONLINEAR ANALYSISQ4

DYNAMIC ANALYSISQ4

MULTISTORY BUILDINGQ4

3-D ANALYSISQ4

Abstract

The Pushover procedure is extended for seismic damage assessment of asymmetrical buildings. By mean of an example, it is shown that the accuracy of the proposed 3-D PUSHOVER ANALYSIS is similar to those applied to planar structures. The procedure is found to be more successful in estimating the global response parameters such as interstorey drifts than local damage indicators such as beam or column ductility demands.

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APA: Copy

MOGHADAM, A.S., & TSO, W.K.. (2000). 3-D PUSHOVER ANALYSIS FOR DAMAGE ASSESSMENT OF BUILDINGS. JOURNAL OF SEISMOLOGY AND EARTHQUAKE ENGINEERING, 2(3), 23-31. SID. https://sid.ir/paper/112361/en

Vancouver: Copy

MOGHADAM A.S., TSO W.K.. 3-D PUSHOVER ANALYSIS FOR DAMAGE ASSESSMENT OF BUILDINGS. JOURNAL OF SEISMOLOGY AND EARTHQUAKE ENGINEERING[Internet]. 2000;2(3):23-31. Available from: https://sid.ir/paper/112361/en

IEEE: Copy

A.S. MOGHADAM, and W.K. TSO, “3-D PUSHOVER ANALYSIS FOR DAMAGE ASSESSMENT OF BUILDINGS,” JOURNAL OF SEISMOLOGY AND EARTHQUAKE ENGINEERING, vol. 2, no. 3, pp. 23–31, 2000, [Online]. Available: https://sid.ir/paper/112361/en

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