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100301s2009 ne | s |||| 0|eng d |
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|a 9781402091964
|9 978-1-4020-9196-4
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|a 10.1007/978-1-4020-9196-4
|2 doi
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|a Mucciarelli, Marco.
|e editor.
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|a Increasing Seismic Safety by Combining Engineering Technologies and Seismological Data
|c edited by Marco Mucciarelli, Marijan Herak, John Cassidy.
|h [electronic resource] /
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|a Proceedings of the NATO Advanced Research Workshop on Increasing Seismic Safety by Combining Engineering Technologies and Seismological Data Dubrovnik,Croatia 19-21 September 2007
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|a Dordrecht :
|b Springer Netherlands,
|c 2009.
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|b online resource.
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|a text
|b txt
|2 rdacontent
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|a computer
|b c
|2 rdamedia
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|a online resource
|b cr
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|a text file
|b PDF
|2 rda
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|a NATO Science for Peace and Security Series C: Environmental Security,
|x 1874-6519
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|a From the contents Introduction. Group picture, Participants sketches and names -- 1. The Use of Ambient Noise for Building and Soil Characterisation -- 2. Effect of Buildings on Free-Field Ground Motion -- 3. Role of Dynamic Properties on Building Vulnerability -- 4. State-of-the-Art Recent Advances and Applications -- Conclusions.
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|a Too often the Earth s surface acted as a divide between seismologists and engineers. Now it is becoming clear that the building behaviour largely depends on the seismic input and the buildings on their turn act as seismic sources, in an intricate interplay that non-linear phenomena make even more complex. These phenomena are often the cause of observed damage enhancement during past earthquakes. While research may pursue complex models to fully understand soil dynamics under seismic loading, we need also simple models valid on average, whose results can be easily transferred to end users. Under the title Increasing Seismic Safety by Combining Engineering Technologies and Seismological Data , we grouped several topics to be discussed together by engineers and seismologists: (1) Can we use ambient noise building and soil characterisation to extract useful information for engineers? (2) How we can tell apart a frequency decrease due to distributed damage, concentrated damage, time- varying building and soil behaviour? (3) Which is the role of transients in ambient noise analysis? (4) Can we quantify the influence of existing buildings on ground-motion recordings? (5) To which extent soil-building resonance is a cause of damage enhancement? (6) How to couple soil and building non-linear behaviour? On most questions there is an unanimous answer, but in some cases different views are present and the disagreement is faithfully reported.
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|a Geography.
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|a Engineering geology.
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|a Vibration.
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|a Civil engineering.
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|a Earth Sciences.
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|a Applied Earth Sciences.
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|a Civil Engineering.
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|a Geotechnical Engineering.
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|a Vibration, Dynamical Systems, Control.
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|a Herak, Marijan.
|e editor.
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|a Cassidy, John.
|e editor.
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|a SpringerLink (Online service)
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|t Springer eBooks
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|i Printed edition:
|z 9781402091940
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|a NATO Science for Peace and Security Series C: Environmental Security,
|x 1874-6519
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|u https://ezaccess.library.uitm.edu.my/login?url=http://dx.doi.org/10.1007/978-1-4020-9196-4
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|a ZDB-2-EES
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|a Earth and Environmental Science (Springer-11646)
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