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Seismic Protection of an Ancient Aqueduct Using SMA Devices
The effectiveness of the use of Cu-based shape memory alloy (SMA) prestressing devices on an ancient aqueduct is examined in this paper. The dynamic characteristics of the aqueduct were measured within the span of three years and computational models were developed that matched very closely its dyna...
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creator | Chrysostomou, Christis Z Demetriou, Themos Stassis, Andreas Hamdaoui, Karim |
description | The effectiveness of the use of Cu-based shape memory alloy (SMA) prestressing devices on an ancient aqueduct is examined in this paper. The dynamic characteristics of the aqueduct were measured within the span of three years and computational models were developed that matched very closely its dynamic behaviour. Using this as a bench mark, SMA prestressing devices were applied on the structure and the effects on its dynamic characteristics were assessed. It was noted that the SMA prestressing devices have a significant effect on the dynamic response of the structure. This is attributed to the stiffening of the structure due to the increase in contact between the masonry units and hence the increase of its stiffness through the increase of the modulus of elasticity of the masonry matrix. It can be concluded that the SMA prestressing devices can provide an inconspicuous means of stiffening masonry structures and increase their resistance to earthquake loads. |
doi_str_mv | 10.1063/1.2963893 |
format | conference_proceeding |
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The dynamic characteristics of the aqueduct were measured within the span of three years and computational models were developed that matched very closely its dynamic behaviour. Using this as a bench mark, SMA prestressing devices were applied on the structure and the effects on its dynamic characteristics were assessed. It was noted that the SMA prestressing devices have a significant effect on the dynamic response of the structure. This is attributed to the stiffening of the structure due to the increase in contact between the masonry units and hence the increase of its stiffness through the increase of the modulus of elasticity of the masonry matrix. 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The dynamic characteristics of the aqueduct were measured within the span of three years and computational models were developed that matched very closely its dynamic behaviour. Using this as a bench mark, SMA prestressing devices were applied on the structure and the effects on its dynamic characteristics were assessed. It was noted that the SMA prestressing devices have a significant effect on the dynamic response of the structure. This is attributed to the stiffening of the structure due to the increase in contact between the masonry units and hence the increase of its stiffness through the increase of the modulus of elasticity of the masonry matrix. It can be concluded that the SMA prestressing devices can provide an inconspicuous means of stiffening masonry structures and increase their resistance to earthquake loads.</description><subject>ALLOYS</subject><subject>EARTHQUAKES</subject><subject>ELASTICITY</subject><subject>FLEXIBILITY</subject><subject>GEOSCIENCES</subject><subject>SAFETY</subject><subject>SEISMOLOGY</subject><subject>SHAPE MEMORY EFFECT</subject><issn>0094-243X</issn><issn>1551-7616</issn><isbn>9780735405424</isbn><isbn>0735405425</isbn><fulltext>true</fulltext><rsrctype>conference_proceeding</rsrctype><creationdate>2008</creationdate><recordtype>conference_proceeding</recordtype><recordid>eNotjktLAzEYAIMPsNYe_AcBwdtqvryDp6U-oaJQC96WbDbRSJtok_r7XainuQzDIHQO5AqIZNdwRY1k2rADNAEhoFES5CGaGaWJYoITwSk_QhNCDG8oZ-8n6LSUL0KoUUpP0M3Sx7KJDr9uc_WuxpxwDtgm3CYXfaq4_dn5YecqXpWYPvDyucW3_jc6X87QcbDr4mf_nKLV_d3b_LFZvDw8zdtFkynw2jjOBkY1dabvKYB2gjsQ4CzIoLjvrdWU8yBhCEOAwfeyp8oAME6UtiawKbrYd3OpsSsujqOfLqc0_nZjkRvC2Ghd7q3vbR6XS-02sTi_Xtvk8650jAktABT7AwUgV1M</recordid><startdate>20080708</startdate><enddate>20080708</enddate><creator>Chrysostomou, Christis Z</creator><creator>Demetriou, Themos</creator><creator>Stassis, Andreas</creator><creator>Hamdaoui, Karim</creator><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope><scope>OTOTI</scope></search><sort><creationdate>20080708</creationdate><title>Seismic Protection of an Ancient Aqueduct Using SMA Devices</title><author>Chrysostomou, Christis Z ; Demetriou, Themos ; Stassis, Andreas ; Hamdaoui, Karim</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-o214t-c43d3282c9bb2118c54c151ca16f74ebaa8244f61dfdf1deb6b2791134078a9f3</frbrgroupid><rsrctype>conference_proceedings</rsrctype><prefilter>conference_proceedings</prefilter><language>eng</language><creationdate>2008</creationdate><topic>ALLOYS</topic><topic>EARTHQUAKES</topic><topic>ELASTICITY</topic><topic>FLEXIBILITY</topic><topic>GEOSCIENCES</topic><topic>SAFETY</topic><topic>SEISMOLOGY</topic><topic>SHAPE MEMORY EFFECT</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Chrysostomou, Christis Z</creatorcontrib><creatorcontrib>Demetriou, Themos</creatorcontrib><creatorcontrib>Stassis, Andreas</creatorcontrib><creatorcontrib>Hamdaoui, Karim</creatorcontrib><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>OSTI.GOV</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Chrysostomou, Christis Z</au><au>Demetriou, Themos</au><au>Stassis, Andreas</au><au>Hamdaoui, Karim</au><format>book</format><genre>proceeding</genre><ristype>CONF</ristype><atitle>Seismic Protection of an Ancient Aqueduct Using SMA Devices</atitle><btitle>2008 Seismic Engineering Conference Commemorating the 1908 Messina and Reggio Calabria Earthquake Part One (AIP Conference Porceedings Volume 1020, Part 1)</btitle><date>2008-07-08</date><risdate>2008</risdate><volume>1020</volume><issue>1</issue><spage>61</spage><epage>68</epage><pages>61-68</pages><issn>0094-243X</issn><eissn>1551-7616</eissn><isbn>9780735405424</isbn><isbn>0735405425</isbn><abstract>The effectiveness of the use of Cu-based shape memory alloy (SMA) prestressing devices on an ancient aqueduct is examined in this paper. The dynamic characteristics of the aqueduct were measured within the span of three years and computational models were developed that matched very closely its dynamic behaviour. Using this as a bench mark, SMA prestressing devices were applied on the structure and the effects on its dynamic characteristics were assessed. It was noted that the SMA prestressing devices have a significant effect on the dynamic response of the structure. This is attributed to the stiffening of the structure due to the increase in contact between the masonry units and hence the increase of its stiffness through the increase of the modulus of elasticity of the masonry matrix. It can be concluded that the SMA prestressing devices can provide an inconspicuous means of stiffening masonry structures and increase their resistance to earthquake loads.</abstract><cop>United States</cop><doi>10.1063/1.2963893</doi><tpages>8</tpages></addata></record> |
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ispartof | 2008 Seismic Engineering Conference Commemorating the 1908 Messina and Reggio Calabria Earthquake Part One (AIP Conference Porceedings Volume 1020, Part 1), 2008, Vol.1020 (1), p.61-68 |
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language | eng |
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source | American Institute of Physics:Jisc Collections:Transitional Journals Agreement 2021-23 (Reading list) |
subjects | ALLOYS EARTHQUAKES ELASTICITY FLEXIBILITY GEOSCIENCES SAFETY SEISMOLOGY SHAPE MEMORY EFFECT |
title | Seismic Protection of an Ancient Aqueduct Using SMA Devices |
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