Effects of soil-structure interaction and variability of soil properties on seismic performance of reinforced concrete structures
| dc.rights.license | open | en_US |
| dc.contributor.author | MEKKI, Mohammed | |
| dc.contributor.author | HEMSAS, Miloud | |
| dc.contributor.author | ZOUTAT, Meriem | |
| hal.structure.identifier | Institut de Mécanique et d'Ingénierie [I2M] | |
| dc.contributor.author | ELACHACHI, Sidi M. | |
| dc.date.accessioned | 2023-03-20T10:01:52Z | |
| dc.date.available | 2023-03-20T10:01:52Z | |
| dc.date.issued | 2022-03-01 | |
| dc.identifier.issn | 2092-7614 | en_US |
| dc.identifier.uri | https://oskar-bordeaux.fr/handle/20.500.12278/172373 | |
| dc.description.abstractEn | Knowing that the variability of soil properties is an important source of uncertainty in geotechnical analyses, we will study in this paper the effect of this variability on the seismic response of a structure within the framework of Soil Structure Interaction (SSI). We use the proposed and developed model (N2-ISS, Mekki et al. 2014). This approach is based on an extension of the N2 method by determining the capacity curve of the fixed base system oscillating mainly in the first mode, then modified to obtain the capacity curve of the system on a flexible basis using the concept of the equivalent nonlinear oscillator. The properties of the soil that we are interested in this paper will be the shear wave velocity and the soil damping. These parameters will be modeled at first, as independent random fields, then, the two parameters will be correlated. The results obtained showed the importance of the use of random field in the study of SSI systems. The variability of soil damping and shear wave velocity introduces significant uncertainty not only in the evaluation of the damping of the soil-structure system but also in the estimation of the displacement of the structure and the base-shear force. | |
| dc.language.iso | EN | en_US |
| dc.subject.en | Damping | |
| dc.subject.en | Seismic performance | |
| dc.subject.en | Shear wave velocity | |
| dc.subject.en | Soil structure interaction | |
| dc.subject.en | Uncertainty | |
| dc.subject.en | Variability | |
| dc.title.en | Effects of soil-structure interaction and variability of soil properties on seismic performance of reinforced concrete structures | |
| dc.type | Article de revue | en_US |
| dc.identifier.doi | 10.12989/eas.2022.22.3.219 | en_US |
| dc.subject.hal | Sciences de l'ingénieur [physics]/Matériaux | en_US |
| bordeaux.journal | Earthquakes and Structures | en_US |
| bordeaux.page | 219-230 | en_US |
| bordeaux.volume | 22 | en_US |
| bordeaux.hal.laboratories | Institut de Mécanique et d’Ingénierie de Bordeaux (I2M) - UMR 5295 | en_US |
| bordeaux.issue | 3 | en_US |
| bordeaux.institution | Université de Bordeaux | en_US |
| bordeaux.institution | Bordeaux INP | en_US |
| bordeaux.institution | CNRS | en_US |
| bordeaux.institution | INRAE | en_US |
| bordeaux.institution | Arts et Métiers | en_US |
| bordeaux.peerReviewed | oui | en_US |
| bordeaux.inpress | non | en_US |
| hal.description.error | <?xml version="1.0" encoding="utf-8"?> <sword:error xmlns:sword="http://purl.org/net/sword/error/" xmlns="http://www.w3.org/2005/Atom" href="http://purl.org/net/sword/error/ErrorBadRequest"> <title>ERROR</title> <updated>2023-03-21T00:11:42+01:00</updated> <author> <name>HAL SWORD API Server</name> </author> <source> <generator uri="https://api.archives-ouvertes.fr/sword" version="1.0">hal@ccsd.cnrs.fr</generator> </source> <summary>Some parameters sent with the request were not understood</summary> <sword:treatment>processing failed</sword:treatment> <sword:verboseDescription>{"mainmeta":{"journal":["Invalid data"]}}</sword:verboseDescription> <link rel="alternate" href="https://api.archives-ouvertes.fr" type="text/html"/> </sword:error> | |
| hal.export | true | |
| dc.rights.cc | Pas de Licence CC | en_US |
| bordeaux.COinS | ctx_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.jtitle=Earthquakes%20and%20Structures&rft.date=2022-03-01&rft.volume=22&rft.issue=3&rft.spage=219-230&rft.epage=219-230&rft.eissn=2092-7614&rft.issn=2092-7614&rft.au=MEKKI,%20Mohammed&HEMSAS,%20Miloud&ZOUTAT,%20Meriem&ELACHACHI,%20Sidi%20M.&rft.genre=article |
Fichier(s) constituant ce document
| Fichiers | Taille | Format | Vue |
|---|---|---|---|
|
Il n'y a pas de fichiers associés à ce document. |
|||