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. (1392). HAZARD MITIGATION AND EXTERNALLY FRP RETROFITTING OF RC BUILDINGS SUBJECTED TO NEAR-FAULT GROUND MOTIONS HAVING FORWARD DIRECTIVITY. , 37(2), 203-218. doi: 10.22099/ijstc.2013.1612
. "HAZARD MITIGATION AND EXTERNALLY FRP RETROFITTING OF RC BUILDINGS SUBJECTED TO NEAR-FAULT GROUND MOTIONS HAVING FORWARD DIRECTIVITY". , 37, 2, 1392, 203-218. doi: 10.22099/ijstc.2013.1612
. (1392). 'HAZARD MITIGATION AND EXTERNALLY FRP RETROFITTING OF RC BUILDINGS SUBJECTED TO NEAR-FAULT GROUND MOTIONS HAVING FORWARD DIRECTIVITY', , 37(2), pp. 203-218. doi: 10.22099/ijstc.2013.1612
. HAZARD MITIGATION AND EXTERNALLY FRP RETROFITTING OF RC BUILDINGS SUBJECTED TO NEAR-FAULT GROUND MOTIONS HAVING FORWARD DIRECTIVITY. , 1392; 37(2): 203-218. doi: 10.22099/ijstc.2013.1612

HAZARD MITIGATION AND EXTERNALLY FRP RETROFITTING OF RC BUILDINGS SUBJECTED TO NEAR-FAULT GROUND MOTIONS HAVING FORWARD DIRECTIVITY

Iranian Journal of Science and Technology Transactions of Civil Engineering
شناسنامه علمی شماره، دوره 37، شماره 2، آبان 2013، صفحه 203-218    اصل مقاله (287.17 K)
شناسه دیجیتال (DOI): 10.22099/ijstc.2013.1612
چکیده
Ground motions in the near field of a rupturing fault differ from ordinary ground
motions, as they contain a large energy, or “directivity” pulse. This pulse can cause considerable
damage during an earthquake. Failures of modern engineered structures observed within the nearfault
region in the recent earthquakes have revealed the vulnerability of existing RC buildings
against pulse-type ground motions. This may be due to the fact that these modern structures had
been designed primarily using the design spectra of available standards which was developed
using stochastic processes with relatively long duration that characterizes more distant ground
motions. Many recently designed and constructed buildings may therefore require strengthening in
order to perform well when subjected to near-fault ground motions. This paper presents the results
of a study of the response of typical existing RC buildings to near-fault ground motions and the
potential improvements achievable after FRP retrofitting of the buildings. Results show that in
case of near-fault records, they impose higher demands in comparison to far-fault records, though
the maximum drift is generally concentrated at the middle story levels. It is demonstrated that
strengthening with FRP is very effective in reducing drift demands for structures for a wide range
of natural periods. The rehabilitated buildings possess an elastic stiffness 1.4 times that of the
original buildings and have a total shear force capacity, 1.5 times that of the original buildings.
The cumulative energy dissipation for rehabilitated specimens is 2.3 times that of the original
building, on average.
کلیدواژه‌ها
Forward directivity؛ near-fault ground motion؛ rehabilitation؛ FRP؛ dynamic analysis
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