Electronic Resource
Contribution to the Proposition of a New Approach to Seismic Computation of Structures in Interaction with Soil (N2-SSI)
| العنوان: | Contribution to the Proposition of a New Approach to Seismic Computation of Structures in Interaction with Soil (N2-SSI) |
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| Additional Titles: | Contribution to the Proposition of a New Approach to Seismic Computation of Structures in Interaction with Soil (N2-SSI) Contribution à la Proposition d’une Nouvelle Approche de Calcul Sismique des Structures en Interaction avec le Sol (N2-ISS) |
| المؤلفون: | MEKKI, mohamed, ELACHACHI, Sidi Mohammed |
| المصدر: | Journal of Materials and Engineering Structures « JMES »; Vol 7, No 1 (2020); 141-151; Journal of Materials and Engineering Structures « JMES »; Vol 7, No 1 (2020); 141-151; Journal of Materials and Engineering Structures JMES; Vol 7, No 1 (2020); 141-151; 2170-127X |
| بيانات النشر: | Journal of Materials and Engineering Structures « JMES » Journal of Materials and Engineering Structures « JMES » Journal of Materials and Engineering Structures JMES 2020-04-27 |
| نوع الوثيقة: | Electronic Resource |
| مستخلص: | The purpose of this article is to contribute to the study of the seismic behavior of structures interacting with the ground and to offer new tools for the treatment of relevant problems, oriented towards the new seismic design philosophy of structures: the design performance-based design. The issue is part of the proposal for simplified models to address a complicated problem such as soil-structure interaction (ISS). The nonlinear behavior of the structure is determined by a capacitive approach based on the seismic performance such as the N2 method proposed by Peter Fajfar. In its original version, this method considers that the structure is fixed at its base, neglecting the ISS. Our contribution will be to make some modifications to this approach to introduce the effect of the soil on the nonlinear response. The purpose of this article is to contribute to the study of the seismic behavior of structures interacting with the ground and to offer new tools for the treatment of relevant problems, oriented towards the new seismic design philosophy of structures: the design performance-based design. The issue is part of the proposal for simplified models to address a complicated problem such as soil-structure interaction (ISS). The nonlinear behavior of the structure is determined by a capacitive approach based on the seismic performance such as the N2 method proposed by Peter Fajfar. In its original version, this method considers that the structure is fixed at its base, neglecting the ISS. Our contribution will be to make some modifications to this approach to introduce the effect of the soil on the nonlinear response L’objectif de cet article est de contribuer à l’étude du comportement sismique des structures en interaction avec le sol et d’offrir de nouveaux outils pour le traitement de problèmes pertinents, orientés vers la nouvelle philosophie de conception parasismique des structures : la conception basée sur la performance (performance-based design). La problématique s’inscrit dans le cadre de proposition de modèles simplifiés afin d’aborder un problème compliqué tel que l’interaction sol-structure (ISS). Le comportement non linéaire de la structure est déterminé par une approche capacitive basée sur la performance sismique telle que la méthode N2 proposée par P. Fajfar. Dans sa version originale, cette méthode considère que la structure est encastrée à sa base, négligeant ainsi l’ISS. Notre contribution sera d’apporter quelques modifications à cette approche pour introduire l’effet du sol sur la réponse non linéaire. |
| مصطلحات الفهرس: | Seismic performance; Sol-structure interaction; Seismic demand ; Capacity of the structure, Seismic performance; Sol-structure interaction; Seismic demand; Capacity of the structure, Performance sismique; Interaction sol-structure; Demande sismique; Capacité de la structure, info:eu-repo/semantics/article, info:eu-repo/semantics/publishedVersion, Peer reviewed Article, Article évalué par les pairs |
| URL: | |
| الاتاحة: | Open access content. Open access content Copyright (c) 2020 Journal of Materials and Engineering Structures « JMES » http://creativecommons.org/licenses/by-sa/4.0 |
| ملاحظة: | application/pdf French |
| Other Numbers: | DZMMU oai::article/2050 1257290511 |
| المصدر المساهم: | MOLOUD MAMMERI UNIV OF TIZI-OUZOU From OAIster®, provided by the OCLC Cooperative. |
| رقم الانضمام: | edsoai.on1257290511 |
| قاعدة البيانات: | OAIster |
| الوصف غير متاح. |