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Boundary element analysis of shear - deformable plates on tension - less elastic foundation / (Record no. 49969)

MARC details
000 -LEADER
fixed length control field 02110cam a2200325 a 4500
003 - CONTROL NUMBER IDENTIFIER
control field EG-GiCUC
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20250223031159.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 150322s2014 ua e f m 000 0 eng d
040 ## - CATALOGING SOURCE
Original cataloging agency EG-GiCUC
Language of cataloging eng
Transcribing agency EG-GiCUC
041 0# - LANGUAGE CODE
Language code of text/sound track or separate title eng
049 ## - LOCAL HOLDINGS (OCLC)
Holding library Deposite
097 ## - Thesis Degree
Thesis Level M.Sc
099 ## - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number Cai01.13.05.M.Sc.2014.Ah.B
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Ahmed Fady Mahmoud Farid
245 10 - TITLE STATEMENT
Title Boundary element analysis of shear - deformable plates on tension - less elastic foundation /
Statement of responsibility, etc. Ahmed Fady Mahmoud Farid ; Supervised Youssef Fawzy Rashed
246 15 - VARYING FORM OF TITLE
Title proper/short title التحليل باستخدام العناصر الحدوديه للألواح المشكله فى القص و المستنده على أساسات لا تتحمل الشد
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Ahmed Fady Mahmoud Farid ,
Date of publication, distribution, etc. 2014
300 ## - PHYSICAL DESCRIPTION
Extent 143 P. :
Other physical details plans ;
Dimensions 30cm
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520 ## - SUMMARY, ETC.
Summary, etc. A new direct boundary element (BEM) technique is established to analyze plates on tension - less elastic foundation. Soil is modeled as Winkler foundation. The considered BEM is based on formulation of vander weeën for the shear deformable plate bending theory of reissner. The developed technique uses the PLPAK software to solve the plate bending problem and coupled with iterative process to eliminate tensile stresses in the underneath foundation. The applied loads are applied as a single increment. The tensile zones are redistributed until the real contact zone of plate is reached. The advantage of this technique is its simplicity which could be easily extended to include all other soil nonlinear effects. Several examples are tested and results are compared to analytical and previously published results to verify the proposed technique
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Boundary element
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term PLPAK
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Tension - less elastic foundation
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Youssef Fawzy Rashed ,
Relator term
856 ## - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier <a href="http://172.23.153.220/th.pdf">http://172.23.153.220/th.pdf</a>
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN)
Cataloger Nazla
Reviser Revisor
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN)
Cataloger Samia
Reviser Cataloger
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme Dewey Decimal Classification
Koha item type Thesis
Holdings
Source of classification or shelving scheme Not for loan Home library Current library Date acquired Full call number Barcode Date last seen Koha item type Copy number
Dewey Decimal Classification   المكتبة المركزبة الجديدة - جامعة القاهرة قاعة الرسائل الجامعية - الدور الاول 11.02.2024 Cai01.13.05.M.Sc.2014.Ah.B 01010110064897000 22.09.2023 Thesis  
Dewey Decimal Classification   المكتبة المركزبة الجديدة - جامعة القاهرة مخـــزن الرســائل الجـــامعية - البدروم 11.02.2024 Cai01.13.05.M.Sc.2014.Ah.B 01020110064897000 22.09.2023 CD - Rom 64897.CD