Proceedings of the 4th International Conference on Sustainable Innovation 2020–Technology, Engineering and Agriculture (ICoSITEA 2020)

3D Linear FE-Analysis of Unreinforced Masonry House Under Static Earthquake Load

Authors
Taufiq Ilham Maulana, Melati Sukma Astie Baroo
Corresponding Author
Taufiq Ilham Maulana
Available Online 10 February 2021.
DOI
https://doi.org/10.2991/aer.k.210204.029How to use a DOI?
Keywords
3D linear analysis, finite element method, static earthquake load, typical masonry house, homogeneous model
Abstract

The world population has risen significantly in the last several decades, and this phenomenon creates a challenge to provide affordable housing for the family. Indonesia, the fourth largest populated country in the world, recently has a well-known national program regarding this issue, namely one million housing for its people. The house is commonly built with a simple structure, mainly constructed with masonry bricks, and it comes with very typical area size options. However, this country has various kinds of natural disasters, including earthquakes. Thus, the buildings must be resilient under those hazards. This paper aims to study typical unreinforced masonry houses in Indonesia, especially under earthquake load. The analysis was performed using the finite element method by implementing the Von-Mises failure criterion. Four area types of building: 21, 36, 45, and 50 square meters were modelled three-dimensionally. The load was given horizontally and statically based on the current national valid provision. Stress distributions and displacement were inspected. Moreover, the material strength was based on previous research and created homogeneously. The result revealed that the displacement was still below the initiated limit. However, several specimens have exceeded maximum set stress, especially near the perpendicular plane area.

Copyright
© 2021, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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Volume Title
Proceedings of the 4th International Conference on Sustainable Innovation 2020–Technology, Engineering and Agriculture (ICoSITEA 2020)
Series
Advances in Engineering Research
Publication Date
10 February 2021
ISBN
978-94-6239-334-9
ISSN
2352-5401
DOI
https://doi.org/10.2991/aer.k.210204.029How to use a DOI?
Copyright
© 2021, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

Cite this article

TY  - CONF
AU  - Taufiq Ilham Maulana
AU  - Melati Sukma Astie Baroo
PY  - 2021
DA  - 2021/02/10
TI  - 3D Linear FE-Analysis of Unreinforced Masonry House Under Static Earthquake Load
BT  - Proceedings of the 4th International Conference on Sustainable Innovation 2020–Technology, Engineering and Agriculture (ICoSITEA 2020)
PB  - Atlantis Press
SP  - 151
EP  - 156
SN  - 2352-5401
UR  - https://doi.org/10.2991/aer.k.210204.029
DO  - https://doi.org/10.2991/aer.k.210204.029
ID  - Maulana2021
ER  -