000 02406nam a22004815i 4500
001 978-1-4419-9831-6
003 DE-He213
005 20140220083730.0
007 cr nn 008mamaa
008 110509s2011 xxu| s |||| 0|eng d
020 _a9781441998316
_9978-1-4419-9831-6
024 7 _a10.1007/978-1-4419-9831-6
_2doi
050 4 _aTA349-359
072 7 _aTGB
_2bicssc
072 7 _aSCI041000
_2bisacsh
072 7 _aTEC009070
_2bisacsh
082 0 4 _a620.1
_223
100 1 _aProulx, Tom.
_eeditor.
245 1 0 _aDynamics of Civil Structures, Volume 4
_h[electronic resource] :
_bProceedings of the 28th IMAC, A Conference on Structural Dynamics, 2010 /
_cedited by Tom Proulx.
264 1 _aNew York, NY :
_bSpringer New York :
_bImprint: Springer,
_c2011.
300 _aVIII, 280 p.
_bonline resource.
336 _atext
_btxt
_2rdacontent
337 _acomputer
_bc
_2rdamedia
338 _aonline resource
_bcr
_2rdacarrier
347 _atext file
_bPDF
_2rda
490 1 _aConference Proceedings of the Society for Experimental Mechanics Series,
_x2191-5644
520 _aThis the fourth volume of five from the 28th IMAC on Structural Dynamics and Renewable Energy, 2010, brings together 29 chapters on the Dynamics of Civil Structures. It presents early findings from experimental and computational investigations of Civil Structures, including studies such as Characterization of a Strongly Nonlinear Laboratory Benchmark System, A Non-destructive Technique for the Health Monitoring of Tie-rods in Ancient Buildings, Estimating Effective Prestress Force on Grouted Tendon by Impact Responses, Experimental Investigation of Dynamic Load Estimation Using Small-scale Testing, and Prediction of Prestress Force on Grouted Tendon by Experimental Modal Analysis.
650 0 _aEngineering.
650 0 _aMechanical engineering.
650 0 _aEngineering design.
650 0 _aCivil engineering.
650 1 4 _aEngineering.
650 2 4 _aStructural Mechanics.
650 2 4 _aCivil Engineering.
650 2 4 _aEngineering Design.
710 2 _aSpringerLink (Online service)
773 0 _tSpringer eBooks
776 0 8 _iPrinted edition:
_z9781441998309
830 0 _aConference Proceedings of the Society for Experimental Mechanics Series,
_x2191-5644
856 4 0 _uhttp://dx.doi.org/10.1007/978-1-4419-9831-6
912 _aZDB-2-ENG
999 _c106137
_d106137