Incomplete soil‐foundation contact and foundation input motion: From numerical analysis to field evidence-Reference-Cited by-同舟云学术

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Incomplete soil‐foundation contact and foundation input motion: From numerical analysis to field evidence

Published:2021-11-10 Issue:2 Volume:51 Page:418-437
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthq Engng Struct Dyn

Author:

Jahankhah Hossein¹^ORCID,Taheri Masoud¹

Affiliation:

1. Department of Geotechnical Engineering IIEES Tehran Iran

Funder

Iran National Science Foundation

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3572

Reference40 articles.

1. ElsabeeF MorrayJP RoessetJM.Dynamic behavior of embedded foundation. Rep. No. R77‐33 Department of Civil Engineering Massachusetts Institute of Technology.Cambridge Mass;1977.

2. The spring method for embedded foundations

3. FukuzawaR ChibaO TohdoM.Seismic response analysis of BWR buildings with embedded foundation.Paper presented at: The Transactions of the 8th International Conference on Structural Mechanics in Reactor Technology Vol. K(a);1985.

4. Seismic response of foundations embedded in a layered half-space

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