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Title of Journal: Bull Earthquake Eng

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Abbravation: Bulletin of Earthquake Engineering

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Springer Netherlands

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DOI

10.1007/bf00505884

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1573-1456

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Small centres damaged by 2009 L’Aquila earthquake

Authors: Caterina F Carocci
Publish Date: 2011/06/08
Volume: 10, Issue: 1, Pages: 45-71
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Abstract

This paper is focused on the illustration of on site works developed on some historical centres struck by L’Aquila earthquake of April 6 2009 starting from the first emergency phase The large number of minor historical centres damaged and the highly differentiated level of damage occurred implied the need of different procedures to study them The common goal of all these studies is to illustrate the variability of the seismic response of historical masonry buildings trying to identify both the causes that have increased the damage vulnerabilities and the factors that have limited or prevented it strengths The preliminary results allow to formulate a first evaluation in view of drawing up reconstruction plans

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  2. Soil failure can be used for seismic protection of structures
  3. Response spectrum analysis for non-classically damped linear system with multiple-support excitations
  4. On the vulnerability assessment of monumental buildings
  5. Evidence of beneficial role of inclined piles: observations and summary of numerical analyses
  6. Results and analytical simulation of axial and diagonal compression tests on reinforced concrete panels cast with wood blocks system
  7. Consistency of ground-motion predictions from the past four decades
  8. A method for the direct determination of approximate floor response spectra for SDOF inelastic structures
  9. Accounting for end-user preferences in earthquake early warning systems
  10. Analytical prediction of ultimate moment and curvature of RC rectangular sections in compression
  11. Seismic performance of masonry residential buildings in Lorca’s city centre, after the 11th May 2011 earthquake
  12. A first approach to earthquake damage estimation in Haiti: advices to minimize the seismic risk
  13. The relevance of energy damping in unreinforced masonry rocking mechanisms. Experimental and analytic investigations
  14. Damage to residential buildings in Hveragerði during the 2008 Ölfus Earthquake: simulated and surveyed results
  15. Collapse risk and residual drift performance of steel buildings using post-tensioned MRFs and viscous dampers in near-fault regions
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