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Boundary element analysis of piled cap foundations considering correlated random misalignments of piles / (Record no. 53626)

MARC details
000 -LEADER
fixed length control field 02070cam a2200337 a 4500
003 - CONTROL NUMBER IDENTIFIER
control field EG-GiCUC
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20250223031345.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 151130s2015 ua dh 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.2015.Sh.B
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Sherif Ahmed Sharaf Ahmed
245 10 - TITLE STATEMENT
Title Boundary element analysis of piled cap foundations considering correlated random misalignments of piles /
Statement of responsibility, etc. Sherif Ahmed Sharaf Ahmed ; Supervised Youssef Fawzy Rashed , Sameh Samir Fahmy Mehanny
246 15 - VARYING FORM OF TITLE
Title proper/short title تحليل القواعد ذات الخوازيق باستخدام طريقة العناصر الحدودية مع الأخذ فى الاعتبار تشتت عشوائى فى أماكن الخوازيق
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Sherif Ahmed Sharaf Ahmed ,
Date of publication, distribution, etc. 2015
300 ## - PHYSICAL DESCRIPTION
Extent 259 P. :
Other physical details charts , facsimiles ;
Dimensions 30cm
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520 ## - SUMMARY, ETC.
Summary, etc. The effect on the variability in pile loads and bending moments within pile caps in piled cap foundations due to simultaneous random dislocation of two piles - either assuming correlated or uncorrelated misalignment of the two piles - is investigated in the present thesis as a continuation of a previous effort that solely focused on the effect of random dislocation of one pile at a time. Three pile cap configurations have been considered: rectangular, square and triangular shapes. The boundary element method using the PLPAK software integrated with monte carlo simulation techniques for random generation of the dislocations have been applied for analysis purposes
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Boundary element method
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Pile caps
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Random dislocation
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Sameh Samir Fahmy Mehanny ,
Relator term
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.2015.Sh.B 01010110066958000 22.09.2023 Thesis  
Dewey Decimal Classification   المكتبة المركزبة الجديدة - جامعة القاهرة مخـــزن الرســائل الجـــامعية - البدروم 11.02.2024 Cai01.13.05.M.Sc.2015.Sh.B 01020110066958000 22.09.2023 CD - Rom 66958.CD