MARC details
| 000 -LEADER |
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| fixed length control field |
02381cam a2200301 a 4500 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
EG-GiCUC |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
190126s2018 ua dh f m 000 0 eng d |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
EG-GiCUC |
| Language of cataloging |
eng |
| Transcribing agency |
EG-GiCUC |
| 041 0# - LANGUAGE CODE |
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| Language code of text/sound track or separate title |
eng |
| 049 ## - LOCAL HOLDINGS (OCLC) |
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| Holding library |
Deposite |
| 097 ## - Thesis Degree |
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| Thesis Level |
Ph.D |
| 099 ## - LOCAL FREE-TEXT CALL NUMBER (OCLC) |
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| Classification number |
Cai01.13.05.Ph.D.2018.Ah.B |
| 100 0# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Ahmed Fady Mahmoud Farid |
| 245 10 - TITLE STATEMENT |
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| Title |
Boundary element formulations for nonlinear soil-structure interaction / |
| Statement of responsibility, etc. |
Ahmed Fady Mahmoud Farid ; Supervised Youssef F. Rashed |
| 246 15 - VARYING FORM OF TITLE |
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| Title proper/short title |
صياغات العناصر الحدودية للتأثير اللاخطي المتبادل بين التربة والمنشأ |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
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| Place of publication, distribution, etc. |
Cairo : |
| Name of publisher, distributor, etc. |
Ahmed Fady Mahmoud Farid , |
| Date of publication, distribution, etc. |
2018 |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Extent |
251 P. : |
| Other physical details |
charts , facsimiles ; |
| Dimensions |
30cm |
| 502 ## - DISSERTATION NOTE |
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| Dissertation note |
Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering |
| 520 ## - SUMMARY, ETC. |
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| Summary, etc. |
In this thesis, a comprehensive study to overcome soil-structure interaction problems that are present in nonlinear analysis of piled rafts. Direct boundary element formulations are used to perform nonlinear analysis of piled rafts. The raft is considered as a shear-deformable plate, whereas the soil is modeled as either Winkler springs or elastic half space (EHS). Piles are modeled using their actual geometry including all interaction effects. Two different direct boundary element formulations are reviewed: a) Plate stiffness matrix formulation (FEM-like formulation), and b) adding stiffness matrices to the plate integral equation formulation (BEM-like formulation) are used.Firstly, the proposed BEM plate stiffness matrix formulation is extended to analyze plates on elastic-plastic Winkler foundations. Iterative methodology is used to perform nonlinear analysis of plate on elastic-plastic Winkler foundations.This methodology is also extended to analyze plates on elastic-plastic and tensionless Winkler foundations.Subsequently, nonlinear analysis of piled rafts is developed. Nonlinear analysis of piled rafts at certain load level is developed using three different formulations and two nonlinear numerical techniques |
| 530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE |
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| Additional physical form available note |
Issued also as CD |
| 653 #4 - INDEX TERM--UNCONTROLLED |
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| Uncontrolled term |
Boundary element method |
| 653 #4 - INDEX TERM--UNCONTROLLED |
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| Uncontrolled term |
Nonlinear analysis |
| 653 #4 - INDEX TERM--UNCONTROLLED |
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| Uncontrolled term |
Soil-structure interaction |
| 700 0# - ADDED ENTRY--PERSONAL NAME |
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| Personal name |
Youssef F. Rashed , |
| Relator term |
|
| 905 ## - LOCAL DATA ELEMENT E, LDE (RLIN) |
|---|
| Cataloger |
Nazla |
| Reviser |
Revisor |
| 905 ## - LOCAL DATA ELEMENT E, LDE (RLIN) |
|---|
| Cataloger |
Shimaa |
| Reviser |
Cataloger |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
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| Source of classification or shelving scheme |
Dewey Decimal Classification |
| Koha item type |
Thesis |
