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Finite element estimates of punching shear strength / (Record no. 54342)

MARC details
000 -LEADER
fixed length control field 01937cam a2200349 a 4500
003 - CONTROL NUMBER IDENTIFIER
control field EG-GiCUC
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20250223031405.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 160109s2015 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.Ge.F
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Gehad Samir Mohammed Younis
245 10 - TITLE STATEMENT
Title Finite element estimates of punching shear strength /
Statement of responsibility, etc. Gehad Samir Mohammed Younis ; Supervised Adel Yehia Akl , Osman Mohamed Osman Ramadan , Kamal Ghamry Metwally
246 15 - VARYING FORM OF TITLE
Title proper/short title تقدير مقاومة القص الثاقب بطريقة العناصر المحدودة
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Gehad Samir Mohammed Younis ,
Date of publication, distribution, etc. 2015
300 ## - PHYSICAL DESCRIPTION
Extent 105 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. This study employs the finite element (FE) method to investigate the punching shear strength of RC slab-column connections focusing on the effect of moment transfer from slab to column. The objective of the study is to compare the FE results to the two methods adopted by ECP-203: the simplified approach and the detailed one. This comparison is carried out for interior, edge, and corner slab- column connections with various levels of the moment transferred from slab to column. Numerical calculations of the punching shear strength using the FE method are conducted using the ANSYS software
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Flat plate
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Punching shear
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Reinforced concrete slab-column connections
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Adel Yehia Akl ,
Relator term
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Kamal Ghamry Metwally ,
Relator term
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Osman Mohamed Osman Ramadan,
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 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.2015.Ge.F 01010110067541000 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.Ge.F 01020110067541000 22.09.2023 CD - Rom 67541.CD