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| Content Provider | Springer Nature Link |
|---|---|
| Author | Conti, Riccardo Morigi, Marco Viggiani, Giulia M. B. |
| Copyright Year | 2016 |
| Abstract | It is well recognised that the dynamic interaction between structure, foundation and supporting soil can affect significantly the seismic behaviour of buildings. Among other effects, embedded and deep foundations can filter the seismic excitation, causing the foundation input motion (FIM) to differ substantially from the free-field motion. This paper presents a theoretical and numerical investigation on the filtering effect induced by rigid massless embedded foundations. Based on the results of dimensional analysis and numerical simulations, it is shown that the problem can be reasonably described by two sole dimensionless groups, namely: (1) ωH/V S, relating the wave length of the signal to the embedment depth of the foundation, and (2) the aspect ratio of the foundation, B/H, where B is the foundation width in the polarization plane. New simplified and physically sound expressions are derived for the kinematic interaction factors, $$ I_{u} = u_{\text{FIM}} /u_{{{\text{ff}}0}} $$ and $$ I_{\theta } = \theta_{\text{FIM}} H/u_{{{\text{ff}}0}} $$ , which are frequency-dependent transfer functions relating the harmonic steady-state motion experienced by the foundation to the amplitude of the corresponding free-field surface motion. Standard methods for using these functions in the evaluation of the FIM are critically reviewed, with reference to both static and dynamic procedures for the seismic design of structures. |
| Starting Page | 1019 |
| Ending Page | 1035 |
| Page Count | 17 |
| File Format | |
| ISSN | 1570761X |
| Journal | Bulletin of Earthquake Engineering |
| Volume Number | 15 |
| Issue Number | 3 |
| e-ISSN | 15731456 |
| Language | English |
| Publisher | Springer Netherlands |
| Publisher Date | 2016-08-10 |
| Publisher Place | Dordrecht |
| Access Restriction | One Nation One Subscription (ONOS) |
| Subject Keyword | Soil–structure interaction Foundation input motion Free-field motion Kinematic response Embedded foundation Geotechnical Engineering & Applied Earth Sciences Environmental Engineering/Biotechnology Civil Engineering Geophysics/Geodesy Hydrogeology Structural Geology |
| Content Type | Text |
| Resource Type | Article |
| Subject | Building and Construction Geophysics Geotechnical Engineering and Engineering Geology Civil and Structural Engineering |
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