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Behavior of deep beams with inclined reinforcement using strut and tie model / (Record no. 50133)

MARC details
000 -LEADER
fixed length control field 01820cam a2200313 a 4500
003 - CONTROL NUMBER IDENTIFIER
control field EG-GiCUC
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 150330s2014 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.2014.Am.B
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Amgad Abdelmohsen Mahmoud Elbhiery
245 10 - TITLE STATEMENT
Title Behavior of deep beams with inclined reinforcement using strut and tie model /
Statement of responsibility, etc. Amgad Abdelmohsen Mahmoud Elbhiery ; Supervised Magdy Elsayed Kassem , Ahmed Abdelfattah Mahmoud
246 15 - VARYING FORM OF TITLE
Title proper/short title سلوك الكمرات العميقة ذات التسليح المائل بواسطة نموذج الضاغط والشداد
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Amgad Abdelmohsen Mahmoud Elbhiery ,
Date of publication, distribution, etc. 2014
300 ## - PHYSICAL DESCRIPTION
Extent 124 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. In this research, the present development that related for the strut and tie model is reviewed, hence it can be applied on simply supported deep beams with normal strength concrete and different parameters. Seven specimens were tested and its results were compared with the numerical results using ANSYS 14 program and gave a good agreement. In the second part of thesis, parametric study was done using nonlinear finite element analysis (ANSYS 14 ) to study the influence of web reinforcement and opening in inclined reinforced deep beams
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Finite element model
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Reinforced concrete deep beams
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Strut and tie model
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Ahmed Abdelfattah Mahmoud ,
Relator term
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Magdy Elsayed Kassem ,
Relator term
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN)
Cataloger Nazla
Reviser Revisor
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN)
Cataloger Soheir
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.Am.B 01010110065032000 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.Am.B 01020110065032000 22.09.2023 CD - Rom 65032.CD