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title

Seismic Performance of Hybrid Hexagrid Structural System by Implementation of Bundled Flexural Panels

Credit to Download: 1 | Page Numbers 11 | Abstract Views: 70
Year: 2017
COI code: ISSEE04_260
Paper Language: English

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Authors Seismic Performance of Hybrid Hexagrid Structural System by Implementation of Bundled Flexural Panels

  Yasaman Memarzadeh Kiani - PhD Student, Kharazmi University, Tehran, Iran
  Seyed Hossein Hosseini Lavasani - Assistant Professor, Kharazmi University, Tehran, Iran
  Afshin Meshkat-Dini - Assistant Professor, Kharazmi University, Tehran, Iran

Abstract:

The aim of this paper is to evaluate the seismic performance of a new innovative structural system known as hexagrid in combination with the bundled flexural panels within a high-rise building. These hexagonal cells are located at the periphery of the building plan and withstand both gravity and lateral loads. Implementing the structural configuration of bundled tube system may have a significant effect in the seismic performance of the hexagrid structural system. To assess the effect of using this skeletal configuration in a high-rise building, two models of 20-story skeletons, including a bundled tube system and another a hybrid configuration of bundled flexural panels and hexagrid tube have been studied. The structural seismic response parameters have been obtained by conducting a series of non-linear dynamic time history analyses using SAP2000 software. The assessment of this research results denotes that the hybrid skeletal system of hexagrid and bundled flexural modules is an applicable innovative resistant mega-framework which would cause efficient and better distribution of lateral loads among the basic elements of the entire structure. Furthermore, obtaining minor stress ratios in members’ section is the more useful advantage to achieve the more economical structure

Keywords:

Hexagrid Skeleton, Bundled Tube, High-Rise Building, Nonlinear Analysis

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COI code: ISSEE04_260

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Memarzadeh Kiani, Yasaman; Seyed Hossein Hosseini Lavasani & Afshin Meshkat-Dini, 2017, Seismic Performance of Hybrid Hexagrid Structural System by Implementation of Bundled Flexural Panels, 4rd Iran International Conference on Structural Engineering, تهران, انجمن مهندسي سازه ايران, https://www.civilica.com/Paper-ISSEE04-ISSEE04_260.htmlInside the text, wherever referred to or an achievement of this article is mentioned, after mentioning the article, inside the parental, the following specifications are written.
First Time: (Memarzadeh Kiani, Yasaman; Seyed Hossein Hosseini Lavasani & Afshin Meshkat-Dini, 2017)
Second and more: (Memarzadeh Kiani; Hosseini Lavasani & Meshkat-Dini, 2017)
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The University/Research Center Information:
Type: state university
Paper No.: 9273
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