| Issue |
MATEC Web Conf.
Volume 258, 2019
International Conference on Sustainable Civil Engineering Structures and Construction Materials (SCESCM 2018)
|
|
|---|---|---|
| Article Number | 05019 | |
| Number of page(s) | 6 | |
| Section | Structural Dynamics and Earthquake Engineering, Structures in Severe Environment, Structural Analysis | |
| DOI | https://doi.org/10.1051/matecconf/201925805019 | |
| Published online | 25 January 2019 | |
Finite element modeling of masonry wall with mortar 1pc : 4 lime : 10 sand under lateral force
1 Ph.D Student at Department of Civil and Environmental Engineering, Gadjah Mada University, Yogyakarta, Indonesia
2 Department of Civil Engineering, Sultan Agung Islamic University, Semarang, Central Java, Indonesia
3 Department of Civil and Environmental Engineering, Gadjah Mada University, Yogyakarta, Indonesia
* Corresponding author: darmayadi@yahoo.com
This paper gives a detailed presentation of three-dimensional Finite Element Model that has been constructed for Masonry Wall under lateral force by using Abaqus software. This research aimed to investigate the behavior of Masonry Walls under lateral force and developed load-displacement curve. From the result that The numerical model using the Abaqus Software can represent the load-displacement curve of Masonry Walls due to lateral forces, Numerical Results with the Abaqus Software obtained that the magnitude of the load on condition of Plastic is 82.13 KN and experimental results obtained of 81 KN. There is a difference of 1.4%, Based on Abaqus Software with Numerical results obtained a compressive strength of masonry wall fm = 1.8 MPa with a modulus of elasticity = 150 MPa, Calculation of the natural frequency of structures with Abaqus Software is obtained as the difference of 2.13-2.92% with the test results Hakas (2017)
© The Authors, published by EDP Sciences, 2019
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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