Results 211 to 220 of about 75,586 (259)
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2014
In the last years, SHM has been the subject of intensive developments also in civil engineer-ing. In practical applications, this has however resulted in complex instrumentation systems, difficult to be efficiently designed and expensive to be installed and maintained. Different approaches and a large variety of data interpretation tools have also been
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In the last years, SHM has been the subject of intensive developments also in civil engineer-ing. In practical applications, this has however resulted in complex instrumentation systems, difficult to be efficiently designed and expensive to be installed and maintained. Different approaches and a large variety of data interpretation tools have also been
openaire +2 more sources
1996
For straight-line motion $$F = m\ddot x{\kern 1pt} so{\kern 1pt} \ddot x{\kern 1pt} = \frac{F}{m}$$ where $$\begin{gathered}\ddot x{\kern 1pt} = \frac{{{d^2}x}}{{d{t^2}}} = \frac{{dv}}{{dt}} = \frac{{dv}}{{dx}}\frac{{dx}}{{dt}} = v\frac{{dv}}{{dx}} = \frac{d}{{dx}}\left( {\frac{1}{2}{v^2}} \right) \hfill \\\left( {x = dis\tan ce,\quad t ...
Betty Haines, Roger Haines, Andrew May
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For straight-line motion $$F = m\ddot x{\kern 1pt} so{\kern 1pt} \ddot x{\kern 1pt} = \frac{F}{m}$$ where $$\begin{gathered}\ddot x{\kern 1pt} = \frac{{{d^2}x}}{{d{t^2}}} = \frac{{dv}}{{dt}} = \frac{{dv}}{{dx}}\frac{{dx}}{{dt}} = v\frac{{dv}}{{dx}} = \frac{d}{{dx}}\left( {\frac{1}{2}{v^2}} \right) \hfill \\\left( {x = dis\tan ce,\quad t ...
Betty Haines, Roger Haines, Andrew May
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SHM of Historic Damaged Churches
Advanced Materials Research, 2013The paper shows the results of monitoring activities to check the structural response and the level of damage of two historic monument of LAquila: San Pietro di Coppito and Santa Maria Paganica, that were damaged by the main earthquake of April 2009. The diagnostics operation was planned and carried out in situ and in laboratory to verify the integrity
BOSCATO, GIOSUE' +3 more
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