Dynamics of Frame Foundations Interacting With SoilSource: Journal of Mechanical Design:;1980:;volume( 102 ):;issue: 002::page 303Author:L. Gaul
DOI: 10.1115/1.3254745Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: The dynamic response of structures such as frame foundations for vibrating machinery is calculated. The interactions between a single structure and soil as well as the interaction through the underlying soil between two adjacent structures are taken into account. Mixed boundary value problems describing the interaction between viscoelastic soil and rigid bases of arbitrary shape are solved by superposition of analytical halfspace solutions. The influence of shear stresses at the interface between soil and base is bounded by the assumptions of perfectly smooth and perfectly welded contact. The response of the entire system is evaluated by coupling soil and founded structures by means of a substructure method.
keyword(s): Dynamics (Mechanics) , Structural frames AND Soil ,
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| contributor author | L. Gaul | |
| date accessioned | 2017-05-08T23:09:33Z | |
| date available | 2017-05-08T23:09:33Z | |
| date copyright | April, 1980 | |
| date issued | 1980 | |
| identifier issn | 1050-0472 | |
| identifier other | JMDEDB-27978#303_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/93705 | |
| description abstract | The dynamic response of structures such as frame foundations for vibrating machinery is calculated. The interactions between a single structure and soil as well as the interaction through the underlying soil between two adjacent structures are taken into account. Mixed boundary value problems describing the interaction between viscoelastic soil and rigid bases of arbitrary shape are solved by superposition of analytical halfspace solutions. The influence of shear stresses at the interface between soil and base is bounded by the assumptions of perfectly smooth and perfectly welded contact. The response of the entire system is evaluated by coupling soil and founded structures by means of a substructure method. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Dynamics of Frame Foundations Interacting With Soil | |
| type | Journal Paper | |
| journal volume | 102 | |
| journal issue | 2 | |
| journal title | Journal of Mechanical Design | |
| identifier doi | 10.1115/1.3254745 | |
| journal fristpage | 303 | |
| journal lastpage | 310 | |
| identifier eissn | 1528-9001 | |
| keywords | Dynamics (Mechanics) | |
| keywords | Structural frames AND Soil | |
| tree | Journal of Mechanical Design:;1980:;volume( 102 ):;issue: 002 | |
| contenttype | Fulltext |