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Simplified expressions for modelling rigid rocking structures on two-spring foundations

Item

Title (Dublin Core)

en-US Simplified expressions for modelling rigid rocking structures on two-spring foundations

Description (Dublin Core)

en-US This paper presents a new technique for modelling the dynamic response of uplifting rigid structures subjected to base excitation. The proposed technique exploits the use of a two spring foundation, and subsequently an equivalent single-degree-of-freedom procedure is established to model the dynamics of the system. A set of simplified closed-form expressions have been developed to estimate the system’s restoring force-displacement characteristics. The simplified expressions only require details of the system geometry and are shown to predict the nonlinear force-displacement characteristics of a rocking structure as closely as those determined from a complicated pushover analysis.
This paper presents two additional numerical examples to demonstrate the use of the proposed technique to simulate the displacement time-histories of a prototype structure under free-vibration-decay or when subjected to earthquake excitations.

Creator (Dublin Core)

Ma, Quincy T.
Butterworth, John W.

Publisher (Dublin Core)

en-US New Zealand Society for Earthquake Engineering

Date (Dublin Core)

2012-03-31

Type (Dublin Core)

info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
en-US Article

Format (Dublin Core)

application/pdf

Identifier (Dublin Core)

https://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/212
10.5459/bnzsee.45.1.31-39

Source (Dublin Core)

en-US Bulletin of the New Zealand Society for Earthquake Engineering; Vol 45 No 1 (2012); 31-39
2324-1543
1174-9857

Language (Dublin Core)

eng

Relation (Dublin Core)

https://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/212/199

Rights (Dublin Core)

en-US Copyright (c) 2012 Quincy T. Ma, John W. Butterworth
en-US https://creativecommons.org/licenses/by/4.0
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