SEISMIC BEARING CAPACITY OF FOOTINGS CONSIDERING INERTIA FORCES IN THE SOIL

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

ASGARI F.; MIR ABOU TALEBI M.; FARZANEH O.

Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: Year:2005 | Volume:39 | Issue:3 (91) Page(s): 319-327

Download Full-Text

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Persian Verion

View:

1,242

Download:

Cites:

Information Journal Paper

Title

SEISMIC BEARING CAPACITY OF FOOTINGS CONSIDERING INERTIA FORCES IN THE SOIL

Author(s)

ASGARI F. | MIR ABOU TALEBI M. | FARZANEH O. | Issue Writer Certificate

Keywords

Not Registered.

Abstract

In recent years, some authors have investigated the problem of seismic bearing capacity by limit state procedures. In these studies, the inertia forces developed within the soil volume which were ignored in previous studies were considered.In this paper, the effect of the soil mass underneath a footing on its bearing capacity is studied using upper bound limit analysis method and considering rigid blocks. It is shown that the consideration of inertia forces within the soil is responsible for a decrease in the bearing capacity and its effects decreases as the internal friction of the soil increases.

Cites

No record.

References

No record.

Cite

APA: Copy

ASGARI, F., MIR ABOU TALEBI, M., & FARZANEH, O.. (2005). SEISMIC BEARING CAPACITY OF FOOTINGS CONSIDERING INERTIA FORCES IN THE SOIL. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TEHRAN), 39(3 (91)), 319-327. SID. https://sid.ir/paper/14330/en

Vancouver: Copy

ASGARI F., MIR ABOU TALEBI M., FARZANEH O.. SEISMIC BEARING CAPACITY OF FOOTINGS CONSIDERING INERTIA FORCES IN THE SOIL. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TEHRAN)[Internet]. 2005;39(3 (91)):319-327. Available from: https://sid.ir/paper/14330/en

IEEE: Copy

F. ASGARI, M. MIR ABOU TALEBI, and O. FARZANEH, “SEISMIC BEARING CAPACITY OF FOOTINGS CONSIDERING INERTIA FORCES IN THE SOIL,” JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TEHRAN), vol. 39, no. 3 (91), pp. 319–327, 2005, [Online]. Available: https://sid.ir/paper/14330/en

Related Journal Papers