dc.contributor.advisor |
Prof. Michael Pender |
en |
dc.contributor.advisor |
Assoc.Prof Sri Sritharan |
en |
dc.contributor.advisor |
Assoc. Prof Jason Ingham |
en |
dc.contributor.author |
Wotherspoon, Liam M. |
en |
dc.date.accessioned |
2009-03-17T04:02:34Z |
en |
dc.date.available |
2009-03-17T04:02:34Z |
en |
dc.date.issued |
2009 |
en |
dc.identifier.citation |
Thesis (PhD--Civil and Environmental Engineering)--University of Auckland, 2009. |
en |
dc.identifier.uri |
http://hdl.handle.net/2292/3428 |
en |
dc.description.abstract |
A problem endemic in the development of the built environment is poor communication
between structural and geotechnical specialists. Through better communication and considering
the structure and foundation as an integrated system, new opportunities may arise for achieving
superior performance. This thesis investigates the seismic performance of the integrated system
through the development of integrated structure-foundation models using the Ruaumoko
structural analysis program.
A detailed representation of the structural and foundation systems was created using
Ruaumoko, providing insight into the response of a range of integrated structure-foundation
systems during seismic loading. In developing both shallow and deep foundation models, some
modifications were made to Ruaumoko elements in order to improve the foundation model, but
generally existing element configurations were used to represent foundations. Multiple
structural and foundation designs were developed using a range of approaches.
Use of a range of shallow foundation design methods identified the significant impact that
moment loading had on foundation performance. Partial uplift of footings was identified as
detrimental to footing performance as it shifted the rotational axes, increasing moment loads
and reducing effective footing area. Pinned connections between the structure and shallow
footings eliminated these effects at the expense of significant redistribution of actions in the
structure and increased displacements. Variation of soil conditions showed that softer soil was
most likely to reduce demands on the structure at the expense of foundation non-linearity.
Reduced stiffness and increased radiation damping characteristics of raft foundations compared
to footing foundation systems reduced the demands on three storey structures for all soil
conditions. Increased structural demands were identified for the ten storey structure as a result
of the reduced impact of foundation characteristics on the response of the integrated system.
The level of rotational restraint at the head of pile foundations had a considerable effect on the
structure and the foundation, with free-head piles developing the largest pile displacements and
actions. Reduced rotational stiffness caused a substantial change in the distribution of structural
actions, while increasing rotational restraint moved the characteristics closer to the response of
fixed base models. Softer soil conditions greatly increased non-linearity in the foundation soil
without any definitive improvement in structural performance. |
en |
dc.language.iso |
en |
en |
dc.publisher |
ResearchSpace@Auckland |
en |
dc.relation.ispartof |
PhD Thesis - University of Auckland |
en |
dc.relation.isreferencedby |
UoA1875576 |
en |
dc.rights |
Items in ResearchSpace are protected by copyright, with all rights reserved, unless otherwise indicated. |
en |
dc.rights.uri |
https://researchspace.auckland.ac.nz/docs/uoa-docs/rights.htm |
en |
dc.rights.uri |
http://creativecommons.org/licenses/by-nc-sa/3.0/nz/ |
en |
dc.subject |
Earthquake Engineering |
en |
dc.subject |
Soil Structure Interaction |
en |
dc.subject |
Analytical Modelling |
en |
dc.title |
Integrated modelling of structure-foundation systems |
en |
dc.type |
Thesis |
en |
thesis.degree.discipline |
Civil Engineering |
en |
thesis.degree.grantor |
The University of Auckland |
en |
thesis.degree.level |
Doctoral |
en |
thesis.degree.name |
PhD |
en |
dc.rights.holder |
Copyright: The author |
en |
pubs.local.anzsrc |
0905 - Civil Engineering |
en |
pubs.org-id |
Faculty of Engineering |
en |
dc.identifier.wikidata |
Q112191414 |
|