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A consistent BEM based modeling of tall buildings / (Record no. 60636)

MARC details
000 -LEADER
fixed length control field 01975cam a2200337 a 4500
003 - CONTROL NUMBER IDENTIFIER
control field EG-GiCUC
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20250223031715.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 170411s2016 ua h 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.2016.Ah.C
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Ahmed Usama Said Said Abdelhady
245 12 - TITLE STATEMENT
Title A consistent BEM based modeling of tall buildings /
Statement of responsibility, etc. Ahmed Usama Said Said Abdelhady ; Supervised Wael Mohamed Khalil Eldegwy , Youssef Fawzy Rashed
246 15 - VARYING FORM OF TITLE
Title proper/short title تطبيق العناصر الحدودية لنمذجة المبانى العالية
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Ahmed Usama Said Said Abdelhady ,
Date of publication, distribution, etc. 2016
300 ## - PHYSICAL DESCRIPTION
Extent 89 P. :
Other physical details 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. A novel coupled boundary element method and stiffness analysis technique for modelling of tall buildings is developed through this research. The floor stiffness matrix is computed in two different ways using the boundary element method. Columns, walls and cores are modelled using frame elements with a real geometry floor contact area. Warping effects are considered in the formation of the frame element stiffness matrix. Additional stiffness matrices may be added to the overall building in order to model the building{u2019}s foundations including soil structure interaction. Post-processing is carried out for floor, beam and frame elements. The results of several examples done in this research are compared against numerical finite element results
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term BEM
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Stiffness analysis
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Warping
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Wael Mohamed Khalil Eldegwy ,
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.2016.Ah.C 01010110071555000 22.09.2023 Thesis  
Dewey Decimal Classification   المكتبة المركزبة الجديدة - جامعة القاهرة مخـــزن الرســائل الجـــامعية - البدروم 11.02.2024 Cai01.13.05.M.Sc.2016.Ah.C 01020110071555000 22.09.2023 CD - Rom 71555.CD