Cyclic testing of a full-scale two-storey reinforced precast concrete wall-slab-wall structure
In recent years, the phenomena of induced and triggered seismicity have attracted significant attention in countries that are not prone to hazard from natural seismicity, motivating the need for experimental testing of existing structures that are built without any particular seismic design and/or d...
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| Veröffentlicht in: | Bulletin of earthquake engineering 2018-11, Vol.16 (11), p.5309-5339 |
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| creator | Brunesi, E. Peloso, S. Pinho, R. Nascimbene, R. |
| description | In recent years, the phenomena of induced and triggered seismicity have attracted significant attention in countries that are not prone to hazard from natural seismicity, motivating the need for experimental testing of existing structures that are built without any particular seismic design and/or detailing criteria. This paper describes thus the pseudostatic cyclic testing of a full-scale two-storey lightly reinforced precast concrete wall-slab-wall structure, representative of a building typology that was found to be a very common form of housing in the region of Groningen (The Netherlands), where seismic events induced by reservoir depletion due to gas extraction have in the recent years occurred. Following a description of the specimen and experimental setup, the results obtained during the pseudostatic cyclic testing in the weak direction of the specimen, illustrating the response mechanism and damage evolution at progressively increased drift amplitudes, are discussed. Particularly noteworthy is the fact that the specimen collapsed by a premature failure of its three-way panel-to-panel joints, seemingly indicating that this type of connection is the weakest link of the structural system tested. |
| doi_str_mv | 10.1007/s10518-018-0359-z |
| format | Article |
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Particularly noteworthy is the fact that the specimen collapsed by a premature failure of its three-way panel-to-panel joints, seemingly indicating that this type of connection is the weakest link of the structural system tested.</description><identifier>ISSN: 1570-761X</identifier><identifier>EISSN: 1573-1456</identifier><identifier>DOI: 10.1007/s10518-018-0359-z</identifier><language>eng</language><publisher>Dordrecht: Springer Netherlands</publisher><subject>Civil Engineering ; Concrete ; Concrete slabs ; Cyclic testing ; Earth and Environmental Science ; Earth Sciences ; Earthquake damage ; Earthquakes ; Environmental Engineering/Biotechnology ; Evolution ; Geophysics/Geodesy ; Geotechnical Engineering & Applied Earth Sciences ; Housing ; Hydrogeology ; Joints (timber) ; Original Research Paper ; Precast concrete ; Reinforced concrete ; Seismic activity ; Seismic design ; Seismicity ; Seismology ; Structural Geology ; Testing ; Typology</subject><ispartof>Bulletin of earthquake engineering, 2018-11, Vol.16 (11), p.5309-5339</ispartof><rights>Springer Science+Business Media B.V., part of Springer Nature 2018</rights><rights>Bulletin of Earthquake Engineering is a copyright of Springer, (2018). All Rights Reserved.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c316t-cf8deebdea54df6c4dc7238f0bb849c9588503b51fba8ecc88494c40da5521103</citedby><cites>FETCH-LOGICAL-c316t-cf8deebdea54df6c4dc7238f0bb849c9588503b51fba8ecc88494c40da5521103</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s10518-018-0359-z$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s10518-018-0359-z$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,780,784,27923,27924,41487,42556,51318</link.rule.ids></links><search><creatorcontrib>Brunesi, E.</creatorcontrib><creatorcontrib>Peloso, S.</creatorcontrib><creatorcontrib>Pinho, R.</creatorcontrib><creatorcontrib>Nascimbene, R.</creatorcontrib><title>Cyclic testing of a full-scale two-storey reinforced precast concrete wall-slab-wall structure</title><title>Bulletin of earthquake engineering</title><addtitle>Bull Earthquake Eng</addtitle><description>In recent years, the phenomena of induced and triggered seismicity have attracted significant attention in countries that are not prone to hazard from natural seismicity, motivating the need for experimental testing of existing structures that are built without any particular seismic design and/or detailing criteria. 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| subjects | Civil Engineering Concrete Concrete slabs Cyclic testing Earth and Environmental Science Earth Sciences Earthquake damage Earthquakes Environmental Engineering/Biotechnology Evolution Geophysics/Geodesy Geotechnical Engineering & Applied Earth Sciences Housing Hydrogeology Joints (timber) Original Research Paper Precast concrete Reinforced concrete Seismic activity Seismic design Seismicity Seismology Structural Geology Testing Typology |
| title | Cyclic testing of a full-scale two-storey reinforced precast concrete wall-slab-wall structure |
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