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Punching of reinforced concrete slab-column connections subjected to combined axial loads and unbalanced moments / (Record no. 81911)

MARC details
000 -LEADER
fixed length control field 02203cam a2200313 a 4500
003 - CONTROL NUMBER IDENTIFIER
control field EG-GiCUC
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 210830s2021 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.2021.Ah.P
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Ahmed Gamal Mohamed Abdelgawad
245 10 - TITLE STATEMENT
Title Punching of reinforced concrete slab-column connections subjected to combined axial loads and unbalanced moments /
Statement of responsibility, etc. Ahmed Gamal Mohamed Abdelgawad ; Supervised Hatem Mostafa Mohamed , Kamal Ghamry Metwally
246 15 - VARYING FORM OF TITLE
Title proper/short title القص الثاقب لوصلات البلاطات و الأعمدة الخرسانية المعرضة لأحمال محورية بالاضافة لعزوم غير متوازنة
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Ahmed Gamal Mohamed Abdelgawad ,
Date of publication, distribution, etc. 2021
300 ## - PHYSICAL DESCRIPTION
Extent 255 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 research use finite element method to study punching shear effect on slab-column connections exposed to combined axial loads and unbalanced moments resulted from lateral loads.This thesis investigates the effect of certain factors on the slab-column connection punching shear capacity such as the effect of different values of eccentricity made by the unbalanced moment, the effect of increasing the concrete strength value of slab- column connection, the effect of increasing the flexural reinforcement of the slab-column connection, the effect of using fiber reinforced concrete and the effect of using shear reinforcement. three-dimensional models were created by ANSYS software to represent connections exposed to different loading patterns, and the load-deflection relationships of the software output are compared to conclude the effect of the previously mentioned factors
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Axial loads
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Punching
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Slab-column connections
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Hatem Mostafa Mohamed ,
Relator term
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Kamal Ghamry Metwally ,
Relator term
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN)
Cataloger Nazla
Reviser Revisor
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN)
Cataloger Shimaa
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.2021.Ah.P 01010110084044000 22.09.2023 Thesis  
Dewey Decimal Classification   المكتبة المركزبة الجديدة - جامعة القاهرة مخـــزن الرســائل الجـــامعية - البدروم 11.02.2024 Cai01.13.05.M.Sc.2021.Ah.P 01020110084044000 22.09.2023 CD - Rom 84044.CD