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Paper
Title

Seismic bearing capacity of shallow footing with using lower bound limit analysis method

Year: 1398
COI: NCCE11_103
Language: EnglishView: 169
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Authors

Amirhossein Safardoost Siahmazgi - M.Sc. Student, Faculty of Engineering, University of Guilan, Guilan, Iran
Reza Jamshidi Chenari - Associate Professor, Faculty of Engineering, University of Guilan, Guilan, Iran
Mehdi Veiskarami - Associate Professor, School of Engineering,Shiraz University, Shiraz, Iran

Abstract:

Designing of shallow footing under seismic load is important subject on geotechnical engineering community. In this research, seismic bearing capacity of shallow footing has been estimated by using limit analysis lower bound theorem that merged by finite element with linear programing. All of this numerical research done by using MATLAB. Static and pseudo-static condition has been calculating in this paper. In the pseudo-static condition has been suppose two directions of vertical and horizontal. The answer in this method compared this other study

Keywords:

Seismic Bearing Capacity, Lower Bound, Finite Element, Pseudo Static, Bearing Capacity.

Paper COI Code

This Paper COI Code is NCCE11_103. Also You can use the following address to link to this article. This link is permanent and is used as an article registration confirmation in the Civilica reference:

https://civilica.com/doc/917860/

How to Cite to This Paper:

If you want to refer to this Paper in your research work, you can simply use the following phrase in the resources section:
Safardoost Siahmazgi, Amirhossein and Jamshidi Chenari, Reza and Veiskarami, Mehdi,1398,Seismic bearing capacity of shallow footing with using lower bound limit analysis method,Eleventh National Congress on Civil Engineering,Shiraz,https://civilica.com/doc/917860

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Type of center: دانشگاه دولتی
Paper count: 12,870
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