Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Analytical, Numerical and Physical Models Vol. 14, No. 51 (2020)

The multilayered soil-structure seismic interaction and structure vibration mechanism

Author and affiliation details
  • Abdoullah Namdar Corresponding author Faculty of Architecture and Civil Engineering, Huaiyin Institute of Technology, Huai’an, China Department for Management of Science and Technology Development, Ton Duc Thang University, Ho Chi Minh City, Vietnam Faculty of Environment and Labour Safety, Ton Duc Thang University, Ho Chi Minh City, Vietnam ORCID iD0000-0001-9794-3424 ab_namdar@yahoo.com
DOI
10.3221/IGF-ESIS.51.21
Pages
267-274
Published
Published inVol. 14, No. 51 (2020)Go to the issue

Abstract

The morphology of subsoil influences to soil-structure interaction and it makes complex to predict seismic structural stability. The structural elements seismic response associate to soil-structure interaction is required expansive investigation with considering soil morphology. The main objective of the present study is to identify influence of near-fault ground motion mechanism reach to the structure element for evaluate strain energy modification due to the morphology of subsoil and developing load and displacement on the structural element with built-up synthetic subsoil for soil-structure seismic interaction design. The results of the numerical simulation revealed that the (i) displacement mechanism and applied seismic load of the structural element, (ii) strain energy modification and (iii) the structural vibration patterns of continuous beam in a timber frame have been changed in associated to the soil foundation characteristics. The innovation of this study is the soil-structure interaction, the soil layers interaction, near-fault ground motion and mechanical properties of the soil at different location of the soil foundation are fundamental parameters to control continuous timber beam seismic design.

Keywords

Article history

  1. ReceivedUntil the next stage: 53 days
  2. Revision requestedUntil the next stage: 3 days
  3. RevisedUntil the next stage: 19 days
  4. AcceptedUntil the next stage: 0 days
  5. Published

How to cite

APA

Namdar, A. (2019). The multilayered soil-structure seismic interaction and structure vibration mechanism. Fracture and Structural Integrity, 14(51), 267–274. https://doi.org/10.3221/IGF-ESIS.51.21

IEEE

A. Namdar, “The multilayered soil-structure seismic interaction and structure vibration mechanism,” Fracture and Structural Integrity, vol. 14, no. 51, pp. 267–274, 2019, doi: 10.3221/IGF-ESIS.51.21.

MLA

Namdar, Abdoullah. “The multilayered soil-structure seismic interaction and structure vibration mechanism.” Fracture and Structural Integrity, vol. 14, no. 51, 2019, pp. 267–274. https://doi.org/10.3221/IGF-ESIS.51.21.

Chicago

Namdar, Abdoullah. 2019. “The multilayered soil-structure seismic interaction and structure vibration mechanism.” Fracture and Structural Integrity 14 (51): 267–274. https://doi.org/10.3221/IGF-ESIS.51.21.

Harvard

Namdar, A. (2019) ‘The multilayered soil-structure seismic interaction and structure vibration mechanism’, Fracture and Structural Integrity, 14(51), pp. 267–274. doi: 10.3221/IGF-ESIS.51.21.

Vancouver

Namdar A. The multilayered soil-structure seismic interaction and structure vibration mechanism. Fracture and Structural Integrity. 2019;14(51):267-274. doi:10.3221/IGF-ESIS.51.21

BibTeX

@article{namdar2019, author = {Namdar, Abdoullah}, title = {The multilayered soil-structure seismic interaction and structure vibration mechanism}, journal = {Fracture and Structural Integrity}, year = {2019}, volume = {14}, number = {51}, pages = {267--274}, doi = {10.3221/IGF-ESIS.51.21}, url = {https://doi.org/10.3221/IGF-ESIS.51.21}, issn = {1971-8993} }

RIS

TY - JOUR AU - Namdar, Abdoullah TI - The multilayered soil-structure seismic interaction and structure vibration mechanism JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2019 DA - 2019/11/28 VL - 14 IS - 51 SP - 267 EP - 274 DO - 10.3221/IGF-ESIS.51.21 UR - https://doi.org/10.3221/IGF-ESIS.51.21 SN - 1971-8993 ER -

Licence

Copyright © 2020 Abdoullah Namdar.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

Open Access Statement

Fracture and Structural Integrity (F&SI) is an open-access journal which means that all content is freely available without charge to the user or his/her institution. Users are allowed to read, download, copy, distribute, print, search, or link to the full texts of the articles in this journal without asking prior permission from the publisher or the author. This is in accordance with the DOAI definition of open access.

F&SI operates under the Creative Commons Licence Attribution 4.0 International (CC-BY 4.0). This allows to copy and redistribute the material in any medium or format, to remix, transform and build upon the material for any purpose, even commercially, but giving appropriate credit, providing a link to the license, and indicating if changes were made.

Similar articles

Most read articles by the same author(s)

1 2 > >>