STUDY OF THE EFFECTS OF BASE UPLIFTING AND SLIDING ON THE EARTHQUAKE RESPONSES OF STRUCTURES
In the analysis of structural response to earthquake, structure base and surrounding soil are normally supposed to be bonded tightly as a whole. Many records show that the interface between the base and soil is not completely continuous, and this means that the traditional analysis can not consider the non-linear dynamic interaction between structural base and soil and result in a much bigger tensile and residual shear stress at the interface. In this paper, the effects of base uplifting and sliding on earthquake responses of a soil-SDOF (single degree of freedom) structure interaction system are studied in detail by using the distributed parameter method. In addition, the mutual effects between base uplifting and sliding are also discussed.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/0253374X
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Corporate Authors:
Tongji University
School of Materials Science and Engineering, 1239 Siping Road
Shanghai, China 200092 -
Authors:
- ZAIDAO, Y U
- HONGTAO, ZHI
- GUOAO, CAO
- Publication Date: 1997-4-1
Language
- Chinese
Media Info
- Features: References;
- Pagination: p. 141-6
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Serial:
- JOURNAL OF TONGJI UNIVERSITY NATURAL SCIENCE
- Volume: 25
- Issue Number: 2
- Publisher: EDITORIAL DEPARTMENT OF JOURNAL OF TONGJI UNIVERSITY
- ISSN: 0253-374X
Subject/Index Terms
- TRT Terms: Dynamics; Foundations; Interfaces; Loss and damage; Motion; Nonlinear systems; Seismicity; Shear strength; Soils; Stability (Mechanics); Structures
- ITRD Terms: 1614: Damage; 5473: Dynamics; 3355: Engineering structure; 3377: Foundation; 5429: Interface; 5483: Movement; 6482: Non linear system; 5731: Seismic; 5531: Shear; 4156: Soil; 5930: Stability
- Subject Areas: Bridges and other structures; Geotechnology;
Filing Info
- Accession Number: 00746064
- Record Type: Publication
- Source Agency: Transport Research Centre (CDV)
- Files: ITRD
- Created Date: Mar 24 1998 12:00AM