Please use this identifier to cite or link to this item:
https://hdl.handle.net/2440/103132
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Type: | Journal article |
Title: | Simulation of shake table tests on out-of-plane masonry buildings. Part (I): displacement-based approach using simple failure mechanisms |
Author: | Derakhshan, H. Nakamura, Y. Ingham, J. Griffith, M. |
Citation: | International Journal of Architectural Heritage: Conservation, Analysis and Restoration, 2017; 11(1):72-78 |
Publisher: | Taylor & Francis |
Issue Date: | 2017 |
ISSN: | 1558-3066 1558-3066 |
Statement of Responsibility: | Hossein Derakhshan, Yasuto Nakamura, Jason M. Ingham & Michael C. Griffith |
Abstract: | A displacement-based (DB) assessment procedure was used to predict the results of shake table testing of two unreinforced masonry buildings, one made of clay bricks and the other of stone masonry. The simple buildings were subject to an acceleration history, with the maximum acceleration incrementally increased until a collapse mechanism formed. Using the test data, the accuracy and limitations of a displacement-based procedure to predict the maximum building displacements are studied. In particular, the displacement demand was calculated using the displacement response spectrum corresponding to the actual shake table earthquake motion that caused wall collapse (or near collapse). This approach was found to give displacements in reasonable agreement with the wall’s displacement capacity. |
Description: | Accepted 26 August 2016 |
Rights: | © 2017 Taylor & Francis |
DOI: | 10.1080/15583058.2016.1237590 |
Published version: | http://dx.doi.org/10.1080/15583058.2016.1237590 |
Appears in Collections: | Aurora harvest 7 Civil and Environmental Engineering publications |
Files in This Item:
File | Description | Size | Format | |
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hdl_103132.pdf | Accepted version | 1.63 MB | Adobe PDF | View/Open |
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