Quantifying building engineering demand parameters in seismic events

About this item

Title

Quantifying building engineering demand parameters in seismic events

Content partner

University of Canterbury Library

Collection

UC Research Repository

Description

Engineering demand parameters (EDPs), such as inter-storey drift or floor acceleration, can be correlated to structural, non-structural and content damage within a structure. While current code provisions exist to estimate EDPs for design of components within a structure, their accuracy has not been rigorously quantified. This paper describes a robust and comprehensive study on 180 frame and wall type structural configurations using dynamic inelastic time history analysis with a suite of grou...

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Format

Research paper

Research format

Conference paper

Date created

2012

Creator

Dantanarayan, H. / MacRae, G.A. / Dhakal, Rajesh / Yeow, T.Z. / Uma, S.R.

URL

http://hdl.handle.net/10092/8452

Related subjects

Engineering demand parameters / non-linear analysis / inter-storey drift / total floor acceleration / Engineering / Civil engineering / Earthquake engineering / Structural engineering

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More Information

You can learn more about the rights status of this item at: https://hdl.handle.net/10092/17651

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