- Abstract:
-
Both experimental and computational dynamic sensitivity study of multiple-block stacks subjected to a double pulse base excitation are examined. Series of test experiments were conducted at the Oxford Impact Engineering Laboratory on a bespoke platform for a controlled double (initial and inverse) pulse base excitation history. For the computational simulations and validation the base of the block stack was subjected to a constant acceleration of a finite duration until the desired peak base ...
Expand abstract - Publication status:
- Published
- Peer review status:
- Peer reviewed
- Version:
- Accepted manuscript
- Files:
-
-
(pdf, 1.1MB)
-
- Publisher copy:
- 10.1504/IJMRI.2016.10002055
-
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- Publisher:
- Inderscience Publisher's website
- Journal:
- International Journal of Masonry Research and Innovation Journal website
- Volume:
- 1
- Issue:
- 4
- Pages:
- 351 - 374
- Publication date:
- 2016-12-27
- Acceptance date:
- 2016-07-01
- DOI:
- Pubs id:
-
pubs:631818
- URN:
-
uri:52fb9e7a-0a22-4898-afc6-8a7134d84b04
- UUID:
-
uuid:52fb9e7a-0a22-4898-afc6-8a7134d84b04
- Local pid:
- pubs:631818
- Copyright holder:
- Inderscience Enterprises Ltd
- Copyright date:
- 2016
- Notes:
- Copyright © 2016 Inderscience Enterprises Ltd. This is the accepted manuscript version of the article. The final version is available online from Inderscience Enterprises Ltd at: http://dx.doi.org/10.1504/IJMRI.2016.10002055
Journal article
Overturning of multiple-block stacks - dynamic parameters and scaling effect
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Unity Through Knowledge Foundation
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University of Oxford
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University of Durham
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Croatian Science Foundation
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